Loading...
HomeMy WebLinkAbout1000-4.-6-9 OFFICE LOCATION: ,`O`��®F So(/ryOl MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cis =� Southold, NY 11971 ® a� Telephone: 631 765-1938 Fax: 631 765-3136 U ' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: September 19, 2016 Re: LWRP Coastal Consistency Review for FISHERS ISLAND DEVELOPMENT CORP., c/o FISHERS ISLAND CLUB SCTM# 1000-4-6-9 JMO Environmental Consulting on behalf of FISHERS ISLAND DEVELOPMENT CORP., c/o FISHERS ISLAND CLUB requests an Administrative Permit to demolish the existing clubhouse and construct a new clubhouse; install a new sanitary system; re-grade disturbed areas; and install a parking area. Located: 20449 East Main Road, Fishers Island. SCTM# 1000-4--6-9 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the below listed Policy Standards and therefore is CONSISTENT with LWRP. Note the Planning Board issued a Negative Declaration for the action on September 12th, 2016. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. . Tatw n of Southold E C E LWRP CONSISTENCY ASSESSMENT FORM LEP12 2016 7P A. INSTRUCTIONS Southold Town Planning Board 1. All applicants for pem-dts" including Town'of Southold agencies, shall complete this'CCAI' for proposed actions shat are sul ject to the Town of Southold Waterfi•ont Consistency Review Law. This assessment is intended to supplement other ink)rrnation used b y a Toxvil of Southold ap-enCy in making a determination of consistency. 'Except n7inor exempt actions including Building Permits and other ministerial permits not lvcared wahin the Coasral Erosion Hazard,-Area. 2. Before answering the quesddris in Section C. the preparer of this form should review fli-I exempt minor action list, policies and explanations of each policy contained in the Tov.-n of Southold Local Waterfront Re-dtaIization Program. A proposed action will be evaluated as to its significant heneficial and adverse ei tcctsipnn the cu.istal area(which includes all of Southold 'Ygjn jiZ 3. If any question in Section C on this forin is m)swered "yes" or "no", then the proposed action will affect the achievement of the L1WRP policy standards and conditions contained in Clic consistency -review lata-. 'Thus, each answer must be explained in detail, listing 1)0(11 stepportiilc-, and noll- suy1portine facts. If an action cannot be certified as consistent %with the LWRP policy standards and conditions. it shall not be tsidertaken. A cop,,, of the LWRP is available in the following prices: onluie at the T ox-vii of Southold's website (southoldto%%n.northfork.nct), the Board of Trustees Office, the Planning Department, all local libraries and the Tolivil Clerk's office B. DESCRIPTION OF SITE AND PROPOSED ACT102's: SC`IMg 4 _ 06 _ 09 PROJECTNA21YM-Proposed nes clubhouse, sanitary system & parking The Application has been submitted to(check approp late response): T6ivn board ❑ Planning Board F Building Rept. ❑ Board oft"I¢tastees 0 1. Category of Town of Soudlold agency action(check appropriate response): (a) Action undertaken directly by To«n agency(e.g. capital construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan, subsidy-) (c) Permit, approval, license, certification: u Nature and extent of action: Applicant Proposes to demolish existing c1iabb-o-u,s-e rn 1_cpjL-,-truct a nes clubhouse, install sanitary system, regrade, install parking area. As per plans prepared by CME Associates, Engineering, Land Surveying & Architecture, PLLC last dated August 1 , 2016- f 9 Location of action:_ 20449 East Main Road,_ Fshers.._Island_ w __ _ Site acreage:_ 12 .3 Present lair use: Country Club Present zoning classiticaticm: R-1 20 2. If an application for the proposed action has been tiled v4th the Tovm of Southold agency, the follovNing Information shall be provided: (a) Narne of applicant: Fishers Island Club (b) Mailing address: p.0. Box 605 Fishers Island, NY 06390-0605 (L) Telephone nuniber: .,Vea C'odc 631-788-7225 (d' Application nwnber. if;rn}': U'nkno an Will the action be directly undertaken,require funding,or approval by a state car federal agency? Yes !`d No l i If yes, which state or federal agency? N.Y.S.D.E.C. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed lest NIarragernent Practices that will further 'ea6 policy. Incomplete answers will require that the form lie returned for completion. IDEVELO E1I COAST POLICY Policy 1, Foster a pattern of development in the T own of Southold that enhances �ominunity character. preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. ,See LNV-R' Section III—Policies; Pa gC2 for evaluation criteria. I IYes Fix] Pio ❑ Not Applicable heaill not negativelyuLpactthe_.char_acter__o£_the__,__._._,__ community, ai_ll_,_pre.sex_ve open__space.(_utilizingg-a-_previous-ly_-_ --- disturbed areae_ It is felt that this project_i,s_consi tent__._-._, _,____ aith th_i_spolIcy Attach additional sheets it'necessary Police 2. Protect and -preserve historic and archaeological resources of the Town of Southold. See LWRP Section III,—��Policies Pages 3 through 6 for evaluation criteria Yes � ?�io L_! Not ,applicable. The project shall have no i_noact upon any historic or archaeological resources Tt is felt than is consistent with Attach additlionai streets is necessary i poRcy 3e Ens jance bisun< quailly and protect ,ce�rc resources throughout thre ova a of Southold. See LV'sRP Section H1-Policies Padres 6 through 7 for evaluation criter12 Ybs F NN [� Riot AppUcable The prolect .:fill have no int acts _ap Qn—an-v- sc-e sQt CCS nor im-pact the- visual guality_ or felt that i-hi c�rrli�'r i- i c rnnS7��aLlh rj r n this pol-- - i r A ach additional s:keets if eecess�,Lry ' Policy 4e iuimize lssslaq Iife, aLYUCWrc-S, vnd raaturai rein arees t-°Qrx flordxng and erosiv-no See LVW : ctio t �-po ides Pages 8 thµcugh 16 for t.saivaa?cal erlteria FR-1 F r The proj2ct--j;j-]_j__agtL causa ac��?1 PYa LS��.Pr�Gi cin t�f ar3�;arr�ni nYnnA_ iocT-J-l i —ryy�a�' € anz- ��ci3= o; 1 ;rR�a mord=�� 0-tee Ghall�ie�o l oss Sof mari n _ holoss or publiv recreati fPIt- �a' project is consistent :with this policy. } AAtach ad litiotaal sheets ifiiecesswT r ro-fley 5. Protect and, € ra re ever i1< tt° and sup h? in the Town of.80.Lq ioid,See LWI k -Policies Pages 16 through 21 for Criteria. k The pr-oj ect have no regati ya ±Mpaets upon the, crualitV of Or j- -r Tt i c felt -char this - prol ect is consistent -.7i tb r I i r r3ttach additional sheets if necessary 6.. Fro et and res ore the quai:iL and fLlnetivn o the T�r�rn �� Southold ecosystems ��w�3�d]�g Significant,Coastal Fish and Wildlife Fla€bitMs and Wetlands, See 1.,VV- ' Section -POKICICs9 Pa Cs 21- through 32 for evaluat:on Crite-IM. ""!'es NO lV;oi A-c-pl-acable The project shall have no negative -impacts upon the quality or zunct'ion Or any wetlands off SiC(Tlz1iCari Coastal Fish and Wi l dl i =e Hari tains it is E tilt that this project '. ,is consistent with tris policy naachaddidonalsheet i_'aecessary F3�3:�7 z�"ID �r ?Fz�� is;°f3. , !rL ;:iy ch�� dei std � tig � , �`� `! }1fr �� fN — a t n gra ,3 _.,E f Je��!el;� �`cD�ltc:_9 F—INf o The aroj ect. shall have no imuact upon air uuality.d t is felt that tI1is project. is cons-is+C en t i•;.L' --1-is p0 i_1 i W-ndh addIdoriall sheets' neeessa:y 12MY„y�c. ��.m�e e"0.r6R2= e:«� _; -- 'E,�p9 kd_�D?-yi+ a_ soLts—p-iei freaT sEscc-s::j�a1{7z;ate.t.Le cG'ba° 2R%vn£ 5US FP s 34 eftKqjo'fkI� su bs7mGeilaridi n u 2 s, re : } fGw E �;n_ e -In- The s The project does not irvoli e the use of or she disposal O` scilid Waste or hazardous substances and wastes. It _S felt that -this project is consi St_nt wit') th S po ricy { { r , { 'Gh"' 7 - t .= w-a a uu� ec«4-+..� RICE ;.r yr'?n,– A 'se 3a, ^.§t•-°•�c_ –'v pu G-y� �i�w o. `�N��� ✓� 3E- _�@�.4:� :�> �an�"�I a _tea � �i–,. 'u': 5� zt.:s �.__ _ §,'� G:L-'vi–..._ v-lL• .. C�A.CG.� /r(.:�'�,-iy; �I.._.9�iJ, i._.P�..0 ['`-ZL��'�iL i'.:.``i$3uof-7c,i�S:�"<^.�t ix:� -'y'�.?'e.^{'ig�. �a :iP;"f s r-.CG€� •+_3 C'-fl i'c::-_'-B'g PF S u SO i.,'s','.rov g-h 46 a—_ -.$IG?knatil- The pro!ei<t will have no i rnmact ugon -ouhl i c access to, and the recreational use of coastal waters, publ_c lands or the public resources o_' the `!'Oivn, it is felt t_r?a.L L is Project is consi stent with vri s uOlic Ach addidwa3 sheets ii neeesss?;; 7 Pa'hicy Lie. P-mbeel'."solo ffilold's Sma p_om siting of new waie� ede_ --tTesent Me s m 1ult9bie locatibm,a.. See-DIOMP se'ctlor± 5 -:'Policie-S., A 7 t-Lareugla 96 fio-t-ev.Oualaon c-eaterrig- L AGidEl The project will nave :iao impact upon- Southold' s water-dependent uses ofL' or the wat'er-dEpenaant uses in suitable locatiQns.. I is felt that this pro j ,-ct is ,consistent wilth this policy Aetach addid-onat&eeo ii:lacensany Pa o� zam-rine rezoauur�ces i_U 1,3mg- fgslaad Saumd, 'P-Le plee-o-ul"C' M_ t p _T_ Estuary anvul Town vv&'er_&'See LWRP'sec -o'3_1— -am 5­1 lCjjZ-_3jjgh 01 iov�livaiion cahlteAm. The Prolect `will have no. Q jivinq marlreresources . is f si E thaL th-' prnj i c consistent with this policy Anacli additional sheets ifneassary poncy 1-,2,. -k-r-alte-ec, &-r Ul'-Mml 111Rlr_,dS-;_r_' T rjwn of SmItTail-lat fa 'L'UNTLI-71 S'ed'dacm. ='­'i -:POR-jzS;-2v- zgd-- 63'fgr iqo Ex I The -Droject Capes not jnvpjjtve 1 ;4nrjcz T+- is fra —that this policy—is not applicable _-Iluo this -;Dro-,6ct n ule- t of pekley 3- prcmot.p_ appm iba me aadj iev�')pm Le. --aneyT.7 and mlueL-P_I., -eagoameg- See LVTRIF Seed-on FO_Hdos; papgam 65 dair UEL-a 68 far e A The project .d'o6s nz��L. ilrl-vfolve t1he use or or development of energy or mineral rescur' it- is telt that this policy ces. is no-LL- app_l _Jcal_)Je to -Lhis "project D4 miav I.-M- 1 D' T I T ServiAgency v7� A-R'ea@Wr " -f ��T 3,� w 73 V�- "y 7 44 L. 2 2-- Afo sou/vo SOUND FISHERS ISLAND D 80 RD 81 71 so 15 2-192 y 26 3m m(c) IIA K lR 4 13 142 I 9A 3 5 3 &4 3m &m 17A 115 141 6' NEN MO 3A MUSEUM 14 z1. 2AM- 514) 4w(01 13 S 7 45 4s 9 sEESEO NO a ,0 a I IA 17A 31A I IA(C) a 112.2-1 lol 52 52 n. 46011 @82 43 z9NC) 511 54 195 MA 43A 351 1913 19A 6 IA(. ITA(C) M 1287A &15 VA(c) 33W.) 242 FlSNEa 518 312 72 24A 4 1M(c) 4 IA Z7A(C) p .7 7 73 7 56mo 1. 2 1A(.) • 3M 3I ` 14A RDV I N s 5p 441 12 4 37 .5 z 362i p 14 b B4 7. rb 3 m 2 9A t c', SDG 2,1A 4 FE .80 flop i 1:0 'A Z7A 1BPa3 7 19A o 121 BLOCK X. .4— ISLAND SOUND SECTION NO L NOTICE COUNTY OF SUFFOLK K sOMO� E E (21) /07, Re.,Property Tax Service Agency y M E N A ­N0 10DO P D PROPERTY MAP U J •� � 00 N O U o H ■� Y U U C O rZ W = E o c i CL � _ W Q w ca U V r` 0 s SLA ND CI., UB U) (L) a� E cz r Q L o N w 0o co m co W (n coco U c w J CURVE DATA TABLE CURVE DATA TABLE LINE TABLE LINE TABLE LINE TABLE UNE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH Cl 0°48'08" 3687.32 51 .63 N33°41 '26"W 51 .63' C12 89°01 '35" 301 .00 467.70 N86'14'19"E 422.05' L1 N01'29'30"W 200.00' L12 N75'36'00"E 103.12' L23 S82°51 '10"W 152.83' L38 S43°37'40"E 112.00' L49 N40°06'30"E 141.16' L60 S87°13'11"E 83.00' L69 N41°43'32"E 94.38' C2 1'53'15" 3642.32 119.918 S33°09'41 "E 119.98' C13 33'32'32" 348.00 203.73 N58'29'48"E 200.83' L2 N34'05'30"W 241 .26' L13 S24'49'00"E 270.52' L24 N34'37'49"W 187.16' L39 S84'24'10"E 155.12' L50 N85'07'48"E 202.50' L61 N16°20'20"E 130,30' L70 N86°50'42"E 46.30' C3 40'54'57" 248.01 177.11 S65'53'31 "W 173.37' C14 11'34'38" 973.78 196.76 N81°03'23"E ' 196.43' L3 N57°03'00"E 154.41 ' L14 S24°49'00"E 188.69' L29 N45°26'03"E 132.82' L40 N56°19'10"E 144.89' L51 S86'46'42"E 159.53' L62 N45'28'40"W 46.07' L71 N74°54'49"E 75.02' C4 12°02'54" 473.79 99.63 N87°37'28"W 99.45' C15 11°55'53" 905.00 188.46 N80°52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S44°24'00"E 244.00' L30 N81'35'44"W 80.10' L41 N23°02'15"W 37.90' L52 N73'21 '48"E 115.31 ' L63 S44°31 '20"W 77.00' L72 N34°05'30"W 228.56' C5 35°45'49" 232.46 145.10 N80'31 '23"E 142.75' Cl 6 104°10'58" 255.00 463.68 N86°10'59"W 402.39' L5 N89'04'30"E 47.04' L16 S89'59'00"E 62.40' L31 S62°38'30"W 452.9 1 ' L42 N57'15'50"W 61.40' L53 N 17'40'18"E 304.56' L64 S17'20'1 0"W 91 .96' L73 S41'43'32"W 95.33' C6 67'11 '50" 42.15 49.43 S49'56'15"W 46.65' C17 33°32'32" 388.00 227.14 S58°29'48"W 223.91 ' L6 N33'26'50"E 77.21 ' L17 S15*53'50"E 239.64' L32 N27'21 '30"W 108.50' L43 N58°54'30"E 74.47' L54 S50°25'50"W 129.09' L65 S06'07'40"W 253.34' L74 S86°50'42"W 46.30' C7 31°51 '00" 70.09 38.96 S00°24'50"W 38.46' C18 11`34'38",. 1013.78 204.84 S81*03'23"W 204.50' L7 N20'25'1 0"E 212.89' L18 S24°47'10"W 669.67' L33 S62°38'30"W 175.00' L44 N37°38'50"E 44.20' L55 N50°25'50"E 179.62' L66 S48°04'40"E S1.r10' L75 S74°54'49"W 64.49' C8 29°58'00" 129.93 67.96 S30°29'40"E 67,18' C19 11°55'53" 865.00 180.13 S80°52'46"W 179.80' L8 N19'50'00"E 344.50' L19 S38'04'10"W 253.83' L34 S06'05'00"E 42.52' L45 N21'39'30"E 97.03' L56 N65°34'10"E 218.80' L67 N16-20'20"E 130.30' L76 S45'26'03"W 122.30' C9 104'06'24" 20.00 36.34 N35°42'52"W 31 .54" C20 40°54'57", 2,88.01 205.67 S65'53'31"W 201 .33' L9 S23°00'00"W 50.89' L20 N 19'57'45"W 548.52' L35 N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N 16'48'10"E 373.23' L68 N45'28'40"W 46.07' L77 N81°35'44"W 80.10' C10 31°51 '00" 100.09 55.64 S00°24'50"W 54.93' C21 12°02'54" 513.79 108.04 N87°37'28"W 107.84' L10 S68°23'00"E 145.80' L21 N78°56'50"W 240.94' L36 S84'06'00"E 160.30' L47 S52°09'36"E 229.16' L58 N18°02'30"E 518.33' L78 S62°38'30"W 100.00' C11 29°58'00" 159.93 83.65 S30°29'40"E 82.70' C22 35°45'49" 192.46 120.13 S80°31 '23"W 118.19' L11 S55°56'00"E 142.90' L22 N60'47'50"W 114.87' L37 N51°09'30"E 81 .80' L48 N19°45'24"E 68.52' L59 N87°46'07"W 313.07' L79 S38°44'14"W 126.49' � F / / \ 1-7 7-4 L fqo r 3. et° 7-12 7-6 I �... >>/ / 3-1 \ C l \\ 2-2 2-1 , 1 ,-8 w � 1 7-5 JL60 � 7-11 O L59 GAO / \ \ 7-7 CO 'o N/F WRECK 1-9 N/F VANHENGEL FAMILY ISLAND (NORTH) LLC / PROPERTY TRUST 2 U -VACANT LAND- (p.L I-, \ o 1-12 / \ \ 7-10 7-8A N/F KINDER VH CORP LLC 1-10 `S� ^1 / 8-1 8-2 J 7-8B 1-11 E HARE30R N/F RICHARD A. MILLER Y NA MAARTEN R. do CLAUDIAU Z "VACANT LAND" < 7-9 VANHENGEL 0 + 8-4 8-3 O �-- & I 8-4A J Q 12-3 8-8 66 Lli O z z W \ \ / N/F JOHN A. NIELSEN ' "VACANT LAND" Q/� a W � < Q L oQ to 'g O 1 goo �_ / / 8-7 8-6A �5e / INDEX w w - w L1 0,4,4\' SHEET No. DESCRIPTION °- � �' U L11 / 8-9 8-6 0� 12-2 � \ ) 12 � _� � N/F JONATHAN R. do MADORA �' 1 COVER I­_ � O = 9-1 \ / #17 -_-/ KIBBE �� / 2 EXISTING CONDITIONS CN / 1,750' f 1000-4-4-168-11 3 OVERALL SITEPLAN N/F MARY DENNY WRAY 39.95± ACRES v FISHERS ISLAND DEVELOPMENT CORP. / / PORTION � ALONG SHORE L1 ! 4 LAYOUT AND GRADING 4-4-4 PORTION 1996 TRUST N/F H. L. FERGUSON MUSEUM, INC / 5 UTILITIES, DRAINAGE, & EROSION 12-1 10-1, 10-8 10-2 "VACANT LAND" AND SEDIMENTATION CONTROL 4-4-5 8-12 8-10 / / 6 SEPTIC DESIGN N/F GAINE GWATHMEY / 7 LANDSCAPE AND LIGHTING 12-7 #16 1000-5-2-3 PORTION t-8 L,4 i1 N/F SARA E. EVANS8 DETAILS <) / < 2 10-8, 10-7A,8 (`� '�,nj L5L51 g �/ 0 4-4-6 1000-4-4-8 L1 L16 � 1000-5-2-2 < M � 1000-5-2-4 �-, J L35 L36 #18 FISHERS ISLAND DEVELOPMENT CORP. #2 �� N/F HAMILTON 11-4 #1 33.32± ACRES �1$ �' N/F BRANDYWNE TRUST CO., `�B RESIDENCES LLC 40 7 AS TRUSTEE p 1000-4-4-9 C21 C2 V LOT 1 / m �p L39 MILLIKEN / ALONG t SUBDIVISION 11-1 6 �� gEPCH CLuB ALONG SHORE z 1979 C2 X10 �' #3 / -\ \�- / o o z z 3 L74 C19 �' / Z it a m C L71 / � \\ � � �, 0 0 C 1 / / / - - O w 0 z a a LOT 2 C15 MILLIKEN �� �� C14 L70Li SUBDIVISION L17 -� \ / / o 1979 G1^� / / \ \_ \ / a V) oN = _ L2 '�� / \ a D w w 1000-4-6-8 �, o m J > > m Ld m o 0 0 VACANT C16 GOLF 0 0 0 0 0 LAND CLUBHOUSE / 100 L1 L24 C�2 FISHERS ISLAND DEVELOPMENT CORP. 5 ® \ NOTE: ALL DEVELOPED ABUTTING PROPERTIES Q 00 N/F L2 L22 11.92± ACRES / CONNECTED TO MUNICIPAL WATER AND HAVE 0 0 0 0 0 FISHERS DEVELOPMENTACORP. L21 DONDE (( ON SITE SEPTIC SYSTEMS. Z \ / I 5 L A 1 � � N M cY Ln L18 / ABUTTERS / ® U N -B-L OWNER USE � I 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE Q o L20 1000-4-4-9 EDMUND M. CARPENTER SINGLE FAMILY RESIDENCE Un Un -19 JOHN N. IRWIN, III & � � 15 / 1000-4-6-8 JEANETTE IRWIN VACANT LAND cn o = o / \ L1 / 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE m N I I Y Q:� I N bi 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE O F o 0 0 }( \ z w w L� 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE Y 0 � 0 o 15-16 & 250 125 0 250 Of o w � = o J / \/ GRAPHIC SCALE IN FEET 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE a m 0 0 o 0 U- --- 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE DATE: 01 /25/2016 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE SCALE: AS NOTED QUALITY CONTROL CERTIFICATION PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL 1 0 F 8 CIVIL STRUCTURAL ARCHITECTURAL C SEWLK -� \ U V S va J +� " J ,BUR ���, J \ S-S x 5.48 TALL \ / •A�A++ 0 E CAMPBELL W L CO O RCE s CK), O 00 \' MAIN IN s �' 0P0-1R,100-8 10-2 �C Z. � o F- 6) SEA-E E S- 10" 4 a-a-s V Y H U ` b PINE 7 U SLF I - All SING FORCED SEWER MAIN s- �. PINE 12 PORTION to-3 W ( a � _ i 10-8, 10-7A•B i O T1NG P�' s 2 C EXI s 8., ?v RS\NO' 4-4-6 i o n E / ° \ S- PINE �A W W V ` S 10" Q a j ° \ PINE 10-6 10-4 ucz / 12" PINE U U J\�2� II S CORNER POST 10-5 BE�doe O .� i (1) j N cz 1 ;. OAD j M ° ° I �i 12 O N W coC PINE 15' / m CO M 00 \ , r pw uj U) ° STS 6rT ® CLLUBHOUSE / G '0 -- ° o o \ I. �C AB9 (rl/j4roNs V N 11° ° 0 uj / \\ ^� pISTRIBUT10N N ' Lj U TEL�P� ° MN w BoxQ. \� �O \ z uRT » Q l �tio L. NNIS CO LOCATION MAP SCALE 1 =400 \ r 5.000 GA \ \ = TE i \ f � l � \r F,o�,o4rFE)(IS SEPTIG TANK \ O, \ � v \ TIC SEP \ I, _ � O�goX /�� �QP�� MAP REFERENCES / �1N/ ORNE ppsl "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND APPROX. LOCATION �� CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" / BENCHMARK: RODT 4" WATER SERVIC DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK EL=12.89' T(NGVD29) ELEC. \ DESIGN GROUP. CME FILE #2001878 T BOx - APPROTIOANEXT 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END 200 __- f� ` `� ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: ,PIB -T RO��_ s RAI` \ - ROA - ���� 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH � APPROXIMATELY EAST END - 7 FENC EDGE F PAVEMENT 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, p TO NEX 4 PLLC. CME FILE #2004800 ReC �� � ROA /-' RAIL HTIC SEPTIC \ / / \ z � •/ �\\ / tWQE ANDICAP C? EXIss,T,INGG AN GAL- `? \ NOTES PARKING \g C) sEP m 40k ,X13.23 \ \ v1l 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE \ p p \ 13.3 v ► INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE EYP 1 BLDG. _ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR \ �BLUESTONK ~ O O TENNIS COURT 14 x ae__14_- Q�� ` I A EXCEEDS THE SCOPE OF THE ENGAGEMENT. Q 1 AREA TO REMAIN SEPTIC �� 1 1 I i us�0 0 M.H. / J� I 1 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PARKING -18__ S o /I I PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED \ EXISTING (GRASS) ao TYP. Q _ / �!- _1 \ GRTRAE - (UYP.�o 15.2 xl- >" 12'• J /r \ � i � N LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. O \ __ ERRY ELECTRIC �IC \ o STEPS ' �`�, I I i cO 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 0 \ LI HT HT -T- ` \ _\ TRANSF. TENNIS O 1 8 / SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL „ TWIN CHERR °� 1 BRUSH Hv l o PA a x15.62 COURT 12 I ARE THE PRODUCT OF THE LAND SURVEYOR. \ / / -� -- "�` ` STEP ° TEN . 1 CHEF Y � '"`'' tz ; `?0�� / / / -; L 20.1 0 / \ i - ROX. LOZTION \ o J I 1 8 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND " o CHERRY I T ., .. 1#t. 1 ,< \ 4Z-WATER SERVIC GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 P I B STEPS' %L�T / / �_ \! -'26 \ BURT / CABLE RAMP Wl� I. Box / 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF ? , IN\ .�_ 1 v; SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. q ..; .,. x29. P 2 - � � - - � . - \ \ / / � �\ � 7 \, IN \� � � � I ( � f oY 6. SITE IS LOCATED IN ZONING DISTRICT R-120. FLAG POLE 32\ �'\R / I / _ LIGHTS STONE LANDIN \ x18. 3 / Larc` I r � 7. BASE FOR LEVELS: NGVD 1929 STEP r IG / (TYP.) i- I \ 0<..,.. UNIPER / r: yc. / l -- ki IGHT OF LAWN /-28LIGHTS / /�/ \ � a � �' � ,,• °�'« `�°'�t., 1 i WAY LI W / 6 1 ING 3c) SOIL% R�MP / \� X � NCP 2/ 1 I SOIL CLASSIFICATIONS CROSSWALK P /� so. // ry /�� �� / a� � \� � XI Ti � AC� ' /2 ` I D U Bc - BEACHES SPEED / CE / W P 1 N B y LIGHT i / Du - DUNE LAND BUMP RAIL LAWN �- P T RIE / 0 / I o, _ _ S DOCK o Y �DUMPSTER ANK 00 GAL o I PIB PLYMOUTH LOAMY SAND, 3-8% SLOPES �0 0 EL.=36.17 Z� AREA ` \ RdB - RIVERHEAD SANDY LOAM, 3-8% SLOPES 1�11LOPES \ WOOD TUMIN S DRNE \ \ \ ReC - RIVERHEAD ReB RIVERHEAD VERY STONY SANDY LOAM, 8-15%RY STONY SANDY LOAM, 3-8% SSLLOPES LOADING \ gl OV �� TOP STEP \ ` U AREA STEPS 8.. \ / o ' BITUMINOU DRIVEWAY I \ PAr0IIICONC. PINE 0 4.836.63 \MP \ / WO TIE 4 \ N R d B I FPS � rr Q GAG' N � STEPS PRO SHOP EXISTING PINE �2f�t�t�r. _ TIE MM I �v I J LIGHT c CLUB t �� CKSl, -_ W 1 ; HOUSE 19 � -'`I` / - ( / D ,^ IRRIGATION / PORCH r ^ RAI FENCE v , �Rr / \ �+ + Gr Q r GONI FF © DOOR EL 36 PORCH I B Rd B EL.=36.85 r _ r CHIMNEY EL.=36.34 LIGHT " / Y x36.35 Q O EL--36.97 0 �- \ e (34.9 PINE �p I / \ \ I 0 /� L 0 J ��� G ��p�P/ f• X 33.3 0 `� v' QQ'K S,4PLI�& � J / \ � \ / z O z W SLATE � �� �� " j/ / \�USH� / / / Z Q z z X 34.7 \ WALK 36.31 x�� dUNIPE�/ / AWN / / / PROPERTY LINE LEGEND LLIo J z Q RIGHT OF / ' WAY IN \ ��Fo SLI T I // o 36.37 / / 4 m A \J / / / ABUTTERS LINE -- � a Q V LINE JOG r/ I 9��\ - EL.=3�?3 / TREE / EDGE OF PAVEMENT > w Lil Q _ !! ^^ LAWN F� �-/ \�/// J/ / / \ I I l XIMATE LOCATION EDGE OF GRAVEL ------------------- V PRO --- --- � z X 34.9 Fes\ / ROW OF 9' ,,r / I \ I / BC OF SHORELINE EXISTING CONTOUR 24 � LL LA ` X 34.7 X 34.5 \ r ARBORVITAES �\ % / / / STONE WALL _ O = �, o �. N N V / . ..' TIO{�l �� i ` � co `� X34 1 �N _� � ' \ [\ `..,, / RETAINING WALL PATH I \r, \ \ 1 i \ I \ FENCE X X x = LL _ fi SIGN �,..`= a \ \ \ \ "5\ i BITUMINOUSo 1 TREE LINE (n X \ ReC l s { CRUSHED ��-- pRIV \ \ OVERHEAD WIRES o w - \ STONE PARKING �� E `'� \ 1 . W NOW OR FORMERLY N/F � r \ D� x 34.3 / / F`'1 �' ti \ \ 1 / UTILITY POLE -�- 16" \ \\ \ QP'r ' i � , BOUNDARY POINT 0 LIGHT--- CHERRY CHERRY f ( DRILL HOLE DH OO FOS '' / LAWN NT 26 ( III 1 IRON MONUMENT SPLITBRUSH\ \ _ _ \ \ IGHT r r r ' FENCE RAIL 'u I \ "uGHT r foo' ' RdB HYDRAo 1 \ _ / MERESTONE •ar ., \ F R -' --__ _ \ / 1 \ / /! , SLOPES 20% OR GREATER \ \ k/ST/ USHEO g -\---- -- -- -�� ,' .' / O/ LpR 24 \ \ IIA11 er0us STONE � UMl \ PARKING LAWN DRIVEWAY N I r % / / 22 / / / o _ Y Y d d o '/ / / / - m o a uG SPLIT RAIL / / BRUSH FENCE // /... b. j/-.. ..._ / - / *7 I I (n z z 6 TREE r �"__ Lt� / / = V) Z n � Ld OLD / ELECTRIC i._.../ / / 1/ \ ( 2 -,� BRUSH/ 60X=~" i W / 0 0 PIV 26 Z d • \ - Ill = - - \1 _ 0 0 0 `, ` � o Ld U) I \ APPROXIMATE LOCATION _ Ill _ III _ III = III = I' = III = III - III = I - III -/// \ F SHORELINE �U 2 G \ - EAN HIGH WATER \ \ • ti,. -'_ _ 'J_ _t�� /�\�� G 51 LLI CD LD co co co \ FS O� ` �� / BRUSHC\4 C14 0 0 0 0 0 QM 00 cDD \ \ III \ \ \ \ \ COASTAL EROSION HAZARD LIMITS ��-� t �i \ � � 0 0 0 0 0 \ _ eB 's III o AS SHOWN ON COASTAL EROSION �\ ✓ / ' . AREA MAP. TOWN OF SOUTHOLD, R �-tom �� ,16 ►� SUFFOLK COUNTY, NEW YORK, \ = o SHEET 41-Fl OF 49 8/29/88 �_ \ III z N r1) Nt L, BOUNDARY LOCATED c ALONG SHORELINE �� \\\ COASTAL EROSION HAZARD LIMITS _ 2,200'± �� i AS SHOWN ON COASTAL EROSION III B ��� �_ BC �� \\\ BITUMINOUS AREA MAP, TOWN OF SOUTHIOLD, _ / Q %� HE PAVEMENT / SUFFOLK COUNTY. NEW YORK, Rl-ei jr ___ _` _ SHEET 41-Fl OF 49 8/291/88 III l 1 I HE z\ O V � ` 7 • \\\ HE N N 00 00/ \ _< < J. - r ' III O o 0 o w HE 7) z z z Y `` W 7 \\� SHE r, `~-` ` III D Y CD ' SHED o o w O' = o 0 o to Q w o 0 w \ \\\ 1 a C) o 0 0 0 HE DATE: 01 /25/2016 7 ��\\\ III SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION DLN� 7 \\� \ III PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER III SURVEY - ENVIRONMENTAL 4 \`1 �7 III CML SHEET 30 15 0 30 2 OF 8 111 YT III , / GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL U J VN IL DRAINAGE CALCULATIONS \o 3\ co PAVED tDRIVE AND STONE PARKING: 14,375 SF W-W�- 0 � =-,r-_- � i T r E REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT �- ' ` / L/ _ hJI z' p 2,396 CU. FT / 15.8 CU. FT UNIT 152 REQUIRED UNITS "�= mHU L -fC --. _ --------• G U -pPROVIDED:160 UNITS m AREA 2 SANITARY MANHOLES \ 10 STONE PARKING AND CONCRETE WALK: 8,429 SF �� \ / meg,°� 6 ( JI mcz f'w��i e' `� v5 F4 P,aE V/ L = N ROOF AREA: 7,584 SF � TOP OF FRAME INV. IN INV. OUT -- TOTAL AREA: 16,023 SF \, P.NE `,V g 16 0 34 5 \p.I , A , W a o v ,;> q) � w REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT 1 30 28.7 24.4 i -\ -` - 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS _ PNE06 PROVIDED:169 UNITS 2 24 20.1 20.0 ai AREA 3 o""f vO ■� i N 3 24.5 18.2 18.1 N PAVED DRIVE: 11,413 SF sE ss,N _ sxs �':�+'_ PItJE L ROOF AREA:11,472 SF 4 18.3 15.1 15.0 \ rR° qr i a.l/ 2" f� a (d ,r TOTAL AREA: 22,885 SF REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT \ \\ I / =; `- (All/ r- U CLS N - \ , < \ / CM co 9 co RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH 4,250 CU.FT 0 EL. 25.5 \ \ ((( AREA 4 --'-12' PAVED DRIVE: 9,541 SF \i / 0 ROOF AREA: 1,005 SF ! ° �\ "ol TOTAL AREA: 10,546 SF REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT \� 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS ° PROVIDED:112 UNITS - ° gox O 433 TOTAL / uj O O \ T - o '� I \ tEv. _ O o tax 6" E PROVIDE n / 0 ° _-- I - ° \ 0 CONSTRUCTION ENTRANCE / 0 Q__ \ \ (SEE DETAIL) / O ° ` TH-1 J O +TI-2 O N \ PROVIDE 11 \. i` ,\ STORMTANK MODULES ''ONO r c ,r',\c tl~ pAw1SIQN T1C :" SET BOTTOMS 1`1 •may.•,: 5\^r, �/ CEP ``,,� AP1'PC �-Q., / \ pTIC / FOR J : AT EL 6.5 h\ PROVIDE \\\ \\\ SE E G v Rox`"PHExz SEE DETAIL ' �\ ,. _ CATCH BASIN ` \\ / \ • ' .,LLQ, Y PROVIDE RETAINING A S E SHE pE ON \ (SEE DETAIL) \\ Z WALL SEE ARCHITECTURAL -- i� O - PLANS (TYP.), I J \ ,_' FMEN `'' 1 \ INV IN=9 I I •.. �• __ = \ EpGE of \ W X� \I �IPROVIDE 18" MIN VERTICAL SEPARATION l BENCHMARK: ROD \ BETWEEN SANITARY &, DRAIN UNE c' ---- EL=12.89' (NGVD29) N 8650 42 ' 0500 23 ® / 9 , N "" x" PROVIDE 169 ( -'`�14 _ I 46.30 R -1 STORMTANK MODULES ' e`°G' 14 t 1 SET BOTTOMS AT I - Rop,O '� ',;o sE� �N ,3 3i �� � � .,e---- EL. 12.5 EXISTING STONE WALL pM (SEE DETAIL) ' (170'±) TO REMAINs� EN 196�6: �` s`P \14 _N PROVIDE 29± LF UNDISTURBED �o-g�3�a 2' WIDE TRENCH DRAIN - (SEE DETAIL) peeRO y`o o�x RPI HpNOK�� I d> MARK ALL \0° FtOp/ \ ENCS PP \I o ll % � G «C,. Y PROVIDE �•� r; ,. 4, N UTILITIES AND 5.2zr ( % , � 3' j �3' PROVIDE 245± LF CATCH BASIN VERIFY INVERTS O r. �'ti , p,. 2 WIDE GRASS SWALE (SEE DETAIL) 16 ,S Nf j guy" O AT START OF wINPR `<. . i !v t> B�uE �� O CONSTRUCTION \ (SEE�DETAIL) TF=19.8 V \ (/ INV IN=16.8 / 18 \ '_ r\ ) '3 IfoGov- 50 J' REMOVE EXISTING PAVED DRIVE. �, / PROVIDE NEW BITUMINOUS DRIVE ask• r, l PROVIDE EEE�TR+� BENCHMARK:MAG NAIL PAVED 1 g ° pR\P RpNS szE s (SEE DETAIL) EL= 20.37 (NGVD29) \ a�\� P /� ,4x P„s ` TYP. ALL PAVED AREAS WITHIN ; APRON \ P `cR _ Zo. 1 \ I \ LIMITS OF CONSTRUCTION PROVIDE 65± LF 2' WIDE TRENCH DRAIN (SEE DETAIL) / 2 PROVIDE HARDSCAPE PATH (NO CURB). // REFER TO ARCHITECTURAL / - -30 PNE + \ \ \ ` / S � I E-\ 17 DRAWINGS FOR MATERIAL \\ ��� - i \ REMOVE AND DISPOSE OF i / "'; 30 .,SH EXISTING STONE WALL \ // / j - - _ �� ` E T_�TING - 1 'x13'-� SEE SHEET 6 FOR SANITARY / / o � --- / � � • SEWER SYSTEM DESIGN \ ` ' \ sit, rI, / STr . nl .'� BUR!E 1,000 GAL. �� \ \ PROVIDE AND MAINTAIN PROVIDE SAWCUT, F Pc p0 E / r Pf2 P TA"JK oR` CONTINUOUS UNE OF REMOVE & REPLACE "TS z t w \ SILT FENCE EXISTING PAVEMENT AS REQUIRED Cyo �. 22 / ti \_10A / / w000 Q e '� ESTABLISH AS LIMITS OF m / RAMP " pUHpSTER Q PROVIDE CLEARIN/ ROUNDGDISTURBANCE PROVIDE 2 2" CONDUITS / �. � � \ "T,., / LEGEND » PR E � � � Q � Ox / � �rO K Y �' \"o<PS I �\' & 6"DI LINE \� PROPERTY LINE � z AND 1 3 CONDUIT \ / -- PAVED ,4=�.,7 B 6 04, TO HYDRANT ABUTTERS LINE 7X i Q o `oPp� R` RELOCATED EDGE OF PAVEMENT z U < O PROVIDE 4" ASTM \ ' i � ' j "G _ -HYDRANT / EDGE OF GRAVEL g O >" D-3034-SDR35 PVC ^6 FOOTING DRAIN o PR ' w oD TE -- SANITARY SEWER PIPE LIMITS OF CONSTRUCTION 3.5 /,/f�4 CPP \ G AREA TO BE DISTURBED=3.1± ACRES - - ti x3�b. / PwN Z coy' wo .D TlE REf. _ EXISTING CONTOUR 28 - / PROPOSED CONTOUR 26 Z z z z Li / \ \ f \ I STONE WALL W Q PAVE 20'X28' / CART � �/ �tC, / ` r w �"EMt - ' HANDICAP PARKING PARKING 5 - 26 w (n I RETAINING WALL SPACES WITH SIGNS .9x / \\ - - l - I I & PAINTED SYMBOLS S / \O 36.9 36 1 1 / STOCKADE FENCE f' �S' O < z F °/ 36 / \ P� / 24 / r-111 I I TREE LINE w Q RP, 315.9 36.9 < J J J! t�0 PPPS\° ,569 ' DR U,E I / J PROVIDE NOW OR FORMERLY N/F > W W (n J AGN / 24 2 >f36.7 sTERs / W LIMITS OF CONSTRUCTION �� s P � e,9 Cw8 RELOCATE I �4REA 3 _ RAIN GARDEN AREA TO BE DISTURBED=3.1± ACRES W FY/ /, o 63 / J G�ol�s O� ��' BURIED \ / ( ) UTILITY POLE -� (n cn \ \ SEE DETAIL, SHEET 8 tet• � i ! O UTILITIES s5 I -.�/` ) \ I I 1 WATER VALVE Dv �/ o _ CA µ/y W REMOVE AND o I °j @ / 36' 3 / r EXISTING BUILDINGIzi U) LL.� N (_� w SAWCUT, 36.9 P .11 03 3 PROVIDE 5X5 / DISPOSE EXISTING PAVEMENT ^"P �� \ 'PRO �' Oc��G �-O E ` �� Cti� / STONE SPLASH ! PROPOSED BUILDING � = W //� DRIV'`flPY , STE > ` A •` \ 5 � I I N [LO` �Ov CHIMNEY EL 507 v i V1 cwt IINV. 23. PADS ( 0 POR ROOF � R � .I \ \ I � O 19, a. ,.r,N°u 1 \ 36.7 foo EU>3 Q��e / LEADER ®pI'l (TYP.) 36 c TYP. x 4. PROVIDE CRUSHED STONE QP ARKING / / i 34. 5 ���,tiNc E,.�36.g5 s< J / \ 36.9 �_ � / / / // / � � /� PROVIDE AND MAINTAIN A J (TYP, SEEDETAIL) ~�' i i uo" 1� . °° l / / CONTINUOUS LINE OF ec, / / z f �`9f, 36.9x �_' - /36 / / \ / `ti4' STRAW WADDLE UNTIL SLOPES 30 15 0 30 PROTECT EXISTING RECREATIONAL / ' / �� 25 r' PX r / w'TK `�� �' SX i I r'd,ARE VEGETATED & STABLE PATH, PLANTINGS, & FENCE J Q o i/ NtRON 1 5X �'' o J GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION 32.5 / 33.0 3; 36.5 gF =• -- to / `'' \ 111 Row y a •36X\ \ SITU\41tJ d, CP DRIVE P VIDE 160 .� � / ,� � STORMY MODULES \ ? / \ // ( o Ftic�� , �- -- `� ! 11 (c; \28 \ ' SET SOTTO AT EL. 15.5' ��� ?R Q�� r r' ryN� "� Cy a 36 r Aye\ �,15ROVIDE HARD'SCAPE (SEE DETAIL) ` ,moo L���. \ / / 6" PVC / PATH (NO CURB). REFER ,`w / T \ \ _ > Cr C a ° ' \ ROOF LEADp'G TO ARCHITECTURAL ' Q3 oa / \ _ ' m a a PROVIDE e i �� '� r !/ PROVIDE X }4✓ \ (TYP. S 9 Z 111/ I r CATCH BASIN , �oNE r" DRAWING$ R�.MATERIA O - \ WATER STORAGE-''' t �'/ �� %'11� RELOCATE - z (SEE DETAIL `� / / �� PROVIDE 2 PAVED �� Q � � - I 0 TANKS �y 33.3X\ ' / c -a HYDRANT N N TF=20.5 \ / % 34 9 2 -} w" n z z '< S 4+" HANDICAP PARKING j / III z cn � t r 1 PACES SIGNS & i' / - p w w INV IN=17.5 / I APPROX. - / P NTED SYMBOLS }�w ,' �"� RP`` / -22 LIMITS OF CONSTRUCTION Z / Q- ( 34 STOCKPILE AREA r \ FE'a E O�� 0 0 REMOVE PAVEMENT & PROVIDE ' \AREA 1 ? CONTRACTOR TO I r ,' 33 0 0 CONSTRUCTION ENTRANCE /' \\ \ ( / 33.3 / / �! PROVIDE AND MAINTAIN W -_ Of o ROVIDE 73± LF (SEE DETAIL) \ �� \, ADJUST AS REQUIRED) 5 / 9 v _ uj F \ S \ \ �_ 1 / ® '' �� 2' WIDE/7RENCH/6RAI SILT OFENCE US UNE OF I O o 0 0 0 ,REPAVE AFTER CONSTRUCTION R\G�T 0 G \l,' (10 _ __ r �� CLEARING GRADING & I - m a a r'\ / ��• / / (SEE DETAIL)/ ESTABLISH AS LIMITS OF III n w w N Q w (n x = PROVIDE / / i / / / GROUND DISTURBANCE - > > m N = _ � 1 "? �'� MACH NEW \CONCRETE WASHOUT PITC ;�' ---PAVEMENT ,� / / w - ` -- _ / /} (SEE-DETA_ILL HEET-8) \ N ��\ - ATjEXISTING�3x / I f I W o 0 0 o N N • L/ \ \ \ / PAVED DRIVE co 00 - � O O N N O O O O O PROVIDE =a'IST;f., \ \ SAWCUT c z n: . - "••-ti •-, iL G"E• \ IN)J j / - / 111 Q UMINGU, pP.IVC';PY ,� TQ I� W ! PIV _ p, / _ PROTECT URING CONrSTRU ON) \ ✓,� ° / COASTAL EROSION HAZARD LIMITS \11 a \\/ le O p '� / / A'S SHOWN BY COASTAL EROSION AREA MAP, TOWN OF SOUTHOLD. o � u, / / / SUFFOLK COUNTY, NEW YORK. 111 � / 00 SHEET 41-FI OF 49, 8/29/88 � - -\ x,11 111 = III - I i 1 -/ \ / / /�� 11 o J PROVIDE /// j ' l / \\ -2 314± LF ��� `� / / ' / COASTAL EROSION HAZARD LIMITS % \\\ ' 2' WIDE //\ / / 7) uz w w r - \ o, \ 111 t:' AL EROSION / / 0- m o o u w LLJ Z Z Y AS SHOWN COAST E _ _ ❑�.,K _ \ � Y � 1 aP ROx!h aTr OP - - / I \ AREA MAP, TO'!';'N OF SOUTHOLD. o cn Q w c� w TRENCH DRAIN \ ,,.s t- I'I -- SUFFOLK COUNTY, NRS! YORK, - -_ -- (SEE DETAIL) \\ 9`T PrvL,.• " 111 SHEET 41-FI OF 49 8/29/88 , DATE: 01 /25/2016 PROVIDE AND MAINTAIN \\ G „ A CONTINUOUS LINE OF o111 SCALE: 1 " = 30' PGx r: rE Loc�TION SILT FENCE -_ ESTABLISH AS LIMITS OF HIGH 1n,IAT"R CLEARING, GRADING, & \ �r \\ , � 111 QUALITY CONTROL CERTIFICATION - r' GROUND DISTURBANCE PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY Sero = "l SHEET J _ ENVIRONMENTAL ` / -_ -� -- \\// 3 OF 8 CIVIL `^. -►• • _ - - - -- - - ---- - -- -- - --- --- - - ---- _ \�\ sF4r_o ' STRUCTURAL �j j L / T j, ARCHITECTURAL jr _�,IRLli ) F11,4 LD (i 0 1 15' \ / U J � paw 0 p C P � ,� SE •- .. co E i\ 1 C _ //�''P1F� \ eSN 023 U a � V15NE`' p,NE ` ■.. cn = N 34 \ c i 'ii m Q 00 in E � � � W U cz / O ■= i N N co O U) rn Q > U cd N / RINE L N W CO 00 U U � 1 � \/ t / PROVIDE / CONSTRUCTION ENTRANCE :` \\ (SEE DETAIL) *TH-1 *TH-2 -CC - PROVIDE RETAINING WALL SEE ARCHITECTURAL f r PLANS (TYP.) ' r BENCHMARK: ROD \ \ EL=12.89' (NGVD29) = —14 46.30W50'4 pg05�0 a,NpEps,_ x�3.z3 ® f / \ Ptc �. EXISTING STONE WALL (170'±) TO REMAIN E sEPs \14 x ' UNDISTURBED O �-5.715r y t:! •fl ITIP.I .� 6RVSH I �� �\ ❑oa000 jc ��. 0' BRRY I lSO' .,.,sem• l.�yP.l d' GHERRY UCS gOx GO REMOVE EXISTING / 'til /J , PAVED DRIVE. s� 140 0 / ----- E`EGTR,G .lb PROVIDE NEW BITUMINOUS DRIVE PAVED \ BENCHMARK. NAIL \ \ PROVIDE tftANSF. o 5. M, O\/ APRON \ 18 _ _ o EL= 20..37' (NGVD29) r� (TYP. ALLSEE PAVEDAREAS WITHIN SSI ' G ax I uGHT 22 \ LIMITS OF CONSTRUCTION p`N / T5• \ 18 X26__ l 1 PROVIDE HARDSCAPE PATH (NO CURB). REFER TO ARCHITECTURAL DRAWINGS FOR MATERIAL 1 i ,!' 32 28.,, Te z78 `"E \� 20_ 1 REMOVE AND DISPOSE OF \ /jam EXISTING STONE WALL 30 5.0 '0\--34— PROVIDE SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT AS REQUIRED � PROVIDE D •� / � \ / � PROPERTY LINE LEGEND � ^ /24 5 yro �O oGK U PAVED -I / APRON / _ --- El• 36,, 9 6 p,NE ABUTTERS LINE z 7X / EDGE OF PAVEMENT O LIMITS OF CONSTRUCTION EDGE OF GRAVEL ------------------- p > < 5 X3 AWN ` AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR ——— 28 ——— Of Q � \� PAVE 20'X28' CART 'S f S' � r J \ Z z z / 8 �b 0 1 I PROPOSED CONTOUR n O w / I f+✓1` `S, OW OF NEMC G Ld cc i V L 0 q G HANDICAP PARKING PARKING � �•9X �����' ;�E„ � �� -r � ��';�,,_�J--^I�'`' _ <<\ 1 � I STONE WALL w L` Q z C� SPACES WITH SIGNS \ G •9X I I RETAINING WALL 0- w J p & PAINTED SYMBOLS 1 / \ O 36.9 36— _ I I I 8• STOCKADE FENCE �S' ,5< O Q � � Z46 1GH1 OF j 24 / )E36.7 316.9 36.9 36 < \ �O QP'� X69 g�(1 1 24 // \� RVSH ' I I TREE LINE w 0 LQ ((� LIMITS OF CONSTRUCTION ow B , P Ac9 CW ' I I NOW OR FORMERLY N F >>AREA TO BE DISTURBED=3.1± ACRES WAY ` TO;563 GG V�'. I �' I I I 1 \ I I I / W ' \ / BOO E X36 WATER VALVE w '/�r' w 36. , a 3 PINE \ / / I I L. I � O SAWCUT, REMOVE, AND 1 / � � I = 36.9 gHOP p pORGH SAPU 1 „� I EXISTING BUILDING ® W (V D DISPOSE EXISTING PAVEMENT / \ P'll OSF'p5� �, E ,36'^ \ / 4^ I / (n 00EE=j697 ROOF �K�\ \ � / / `'\ ( /I I PROPOSED BUILDING � V) �'- LEADER PROVIDE CRUSHED STONE °j� i 9• FE®J)g59 Y' (TYP.) 36.9 / / / X 4 / \ \C \ `\\ I PARKING (TYP, SEE DETAIL) / LIGHT j ' 9 / 2-5H.P.X II II 30 15 0 30 PROTECT EXISTING RECREATIONAL to PATH, PLANTINGS, & FENCE o"TRo 5X GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION �BOX 3a / 34 / = — of y 56X / x 3.3 / 36.5X `� \ 36� �a .'6ROVIDE HARD��A E do \\ \ { 111 / I ' PATH (NO CURB). REFER _ 3q5 \\ TO ARCHITECTURAL 22, / DRAWING$ fq ,MATERIA \ I l0 2 IIIA I ' V) \ `\ \ j I I vwH x 34PROVIDE 2 PAVED 1\ \\ l ` j \ \I uG"t / x 34.9 2 HANDICAP PARKING ` �__-f' / �wN 33.3X\\ I 11 J ) III I 0 N \ / I \ / SPACES SIGNS & �,' / \ / z �_ Z Z Q' I i PNTED SYMBOLS , / 22 LIMITS OF CONSTRUCTION m > REMOVE PAVEMENT & PROM E / _ \ 34� / ,� \ m CONSTRUCTION ENTRANCE \ �� i �O "� \\ 33.3 33� / / // I z 0 0 (SEE DETAIL) \ \� \ 34.3 / \ i 9 ' - / C - O v0i � F_ ,REPAVE AFTER CO STRUCTION R`G\\ 0 \ \ \� \ \ x \ / ® ti� -i,-/ / / 77 III - o 0 wo wo 110, 7 _ (n U) I I — H Oo_ `n I IL m J� � rChNEW\\\ _ _ - AVEMENT ATEXISTING LLJ 2 8 \ O PKVED DR O O O O PPT M 0 C4 PROVDE 1 / \ \ SAWCUT o I I I l r - / o 6/ �� \\\ Z N n O \ Io \ ¢ ^7� / / O BRUSH / •\ ' l�y1,,.,., \ TREE / SH // \ 6RUSH PRCT URING C01� P`v r \11 I / ��G 78 Q \ \ \ OS U ON) ✓ °/ �6 to 1 / COASTAL EROSION HAZARD LIMITS \\\ ~ � /// pf ' / ` / AS SHOWN BY COASTAL EROSION �, I Q 16� AREA MAP, TOWN OF SOUTHOLD, v' \ \ 0 254 ` SUFFOLK COUNTY, NEW YORK, 111 "I m SHEET 41-Fl OF 49, 8/29/88 u m o I I oN Lj / � \ \ _ \ % 111 = III = III _/�/ �6 �__ .t • Li COASTAL EROSION HAZARD LIMITS /� \ \\\ %\ �/, — - w z 0 z Y \ ? z AS SHOWN ON COASTAL EROSION ///\\ _ — - 111 ��\ 0 0 � < " o AREA MAP, TOWN OF SOUTHOLD, /// = Ill = - III = 111 = 111 = \ ,// 'z \11 m o o o SUFFOLK COUNTY, NEW YORK, - - III - III = i i I - III = SHEET 41-Fl OF 49 8/29/88 - ^-'_,-, yt /�/\\ 18 ) 111 DATE: 01 /25/2016 SCALE: 1 " = 30' 111 PROJECT: #2015825 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER ••• \\ _r-+ ` SURVEY ENVIRONMENTAL ` \ — ��. .�� j \\\ -+ ' t; SHEET CIVIL SHED 4 OF 8 STRUCTURAL ' ARCHITECTURAL BARLEY FIELD COVE \\` ~ U DRAINAGE CALCULATIONS " J E w AREA 1 w QPM ! S/ LL PAVED DRIVE AND STONE PARKING: 14,375 SF � - -� � �` `-, °' PO � � V/ REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT w_�w s/ , /� PNE •� i o 2,396 CU. FT 8 CU. FT UNIT = 152 REQUIRED UNITS --� P OVIDED:160 UNITS / Q 1 \ --•--•--•- \ // Cj G� 2 �P 17 ,c -1 •c 1203 U c �� � � I to' / � PINE �� ,0 CON � .Fr � I.•. 6 / __. -. • �• PINE •� O P AREA SANITARY MANHOLES - � if _ 7 gas" �0G G°�G _ *� Y o STONE PARKING AND CONCRETE WALK: 8,429 SF 0 o c' ROOF AREA: 7,584 SF i \ s '� y eeo 16 W TOTAL AREA: 16,023 SF E11TOP OF FRAME INV. IN INV. OUT ' g _ _ z NE i z /, PINE _. � O BV HES P E REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT 1 30 28.7 24.4 i ''\ / s `�I o -- -- SNE ' W Q Q. o E 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS ,,\ _ // 1111 P _ a W PROVIDED:169 UNITS 2 24 20.1 20.0co AREA 3 3 24.5 18.2 18.1 \/ -\ °Rce MP\N oRCEo S BTS �_ U J PAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 ' \ FINEPEO PS G �c I \ sr MSO S°Ri�E O ice' > c\I ROOF AREA:11,472 SF �' aC T TOTAL AREA: 22,885 SF \' '\ GR S IJi pNE qR U) > U N REQUIRED = 22,885 SFX 1.0 X 2/12 = 3,815 CU. FT RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH ' \/ L, I`1\/ '� \ Oct 00 L � � 0000 4,250 CU.FT ® EL. 25.5 / - s W M 00 \ \� AREA 4 PAVED DRIVE: 9,541 SF ROOF AREA: 1,005 SF O TOTAL AREA: 10,546 SF ; REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT 0 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS F / PROVIDED:112 UNITS O 433 TOTAL i uj O 0 \- e;x o J� / Aj> O (�� ff, �. / ( O O \' \/ O O ° ' 0 0 0 / p 0 \' / ' 0 p-CC / JCORY O ° *TH-1 0 O 0 7 -Cl O 0 os1 O \� -IS o i \ O Q ` TH-2 p i ------ O > �\c MN. I` PROVIDE 11 "°"� Tst£A EXIS�SEj\cooN� ��SEPANSIO,v C/ SET BOTTOMSNAT MODULES EL •1 \\\ \\\ SEPTIC E7CP 6 fop, SEPT/\ X SERv(cE PRoy,°PNExs (SEE DETAIL) CATCH BASIN \\ _ \ SEE SHEDESIGN T X000 R°PO 1 {` (SEE DETAIL) \\y \ • ,,.. ; INV IN=9 I, I 1 ^' '•..' EDGE \ -(PROVIDE 18" MIN VERTICAL SEPARATION BENCHMARK: RCD EA BETWEEN SANITARY &, DRAIN UNE --- - EL=12.89' (NGVD29) s CFP�NGE C �01 PROVIDE 169 �- STORMTANK MODULES SET BOTTOM S AT / pPp p00 GI EHIG S�PT,C 5 N- ,3.37 BEpG. I i EL. 12.5' j ENp R M Ex\S�cG�PN� x,a.10 2 I I (SEE DETAIL) PROVIDE 29f LF 2' WIDE TRENCH DRAIN MA(EET \ �,v•1 TENNIS GONRj z ea sH y�iS: (SEE DETAIL) PPPR�,0 NE RAZE HANDICAP 10°0 ROP'o/ FENCE PARKING ❑O P11C MARK ALL PROVIDE Oj MN. UTILITIES AND 15_z2x °� G"ERRSo PROVIDE 2451 LF o, VERIFY INVERTS 2' WIDE GRASS SWALE CATCH BASIN O r- (SEE DETAIL) - TONE eN O 4 (SEE DETAIL) a\ TF=19.8 wPEx OIsH 00 AT START OF Tww 12" CONSTRUCTION °"ERRY •�• .,., F.- l INV IN=16.8 I �a STEPS G gRRY SIGN, '"�rr�, � S gVSH ° URT gVR�E f >.- la j • �,/ I5 E'(RPP p X15 62 10111\, U G g� ' • ,`A 4 OI / GREAS d `( a � e ^Rr•.. a C G Cl SEEPS o BENCHMARK:MAG NAIL �\ EL= 20.37' (NGVD29) till" P \CIG EIG"T \ !/ W G RAMP G PROVIDE 65t LF 2' WIDE TRENCH DRAIN / (SEE DETAIL) FONT 5 I co 4`PINE (7 UG"T/ -I\ *1 D �1 a IN � �/ x1623 dVNIPE \ NT I PINE • q.1 v �` DINE 5 � XISTING z EIG"T SEE SHEET 6 FOR SANITARY Q' / \ 0- \ 15'X�3�AC NC PAD uG"T SEWER SYSTEM DESIGN 0 \ \ UG"T 5 ` o \ / 8 / G� 5TE - �' /FEPG POEE STONE \ANpING / BURIE 1,000 GAL. I� PROVIDE AND MAINTAIN z 36.1 - \ / P PAN TANK o�S oR� � CONTINUOUS UNE OF EIGpTS / W z w 1J1T,N SILT FENCE 0 0 / \1 P) / w000 a STER ' ESTABLISH AS LIMITS OF OU AREA PROVIDE CLEARING, GRADING, & U) PROVIDE 2 2" CONDUITS i / VALVE GROUND DISTURBANCE LEGEND of AND 1 3" CONDUIT j X wo�p5 e V PROPERTY LINE 0 o OOG & VDI UNE __ _f % a - - EE.36.I7 pl P RAIL _ PNE TO HYDRANT RELOCATED ( ABUTTERS LINE Z U O W z PROVIDE 4" ASTM s ' _GNT �- i o EOADING % FENCE D-3034-SDR35 PVC \ \ q iT FOOTING DRAIN o PRS wOOD TIE RE . HYDRANT EDGE OF PAVEMENT EDGE OF GRAVEL ------------------- p 0 SANITARY SEWER PIPE / -�, _ /�4 CPP 0 r / I�,wN f o C� P WOOD_TIER .NN FENGE I F- O Ld O� EXISTING CONTOUR 28 - wwN / \ / 1STONE WALL 0 "ESL J 'J Y PROPOSED CONTOUR 26 Q z \ / / Pl PN . �i � E RETAINING WALL W a / STOCKADE FENCE 5' O Of F- Z !W O FENCE / / s6- SH TREE LINE w 0- - co V �-- J (GHS OF 2 RACE TEPs PPTCO 6 �V'E RELOCATE gao Z PROVIDE NOW OR FORMERLY N/F �j � w U) Q Q \N P,( t11 / so. s TOP STEP RED �' RAIN GARDEN UTILITY POLE -f- a- V / to z X36 63 BURIED Q / co�E 7 (SEE DETAIL, SHEET 8) I Lu W Z UTIUTIES.35 N� �.\ � � WATER VALVE � / "\ ' EXISTING BUILDING ® 0 w NN N �/ W PINE �• v � r p�t0 SttOP EoRcl'34 s PUNGs PROVIDE 5X5 ORNEWAY 5TE % r . R STONE SPLASH Q �'� � "w INV. 23.5 PADS PROPOSED BUILDING J J f PORCN CHIMNEY 11.-3697 i I ,� ' '0I / 9 upj,\NOV - X00 L1 ELs3664 3VN,PER LL- //'� W 00 „ X PROVIDE AND MAINTAIN A ' CONTINUOUS LINE OF 30 15 0 30 w STRAW WADDLE UNTIL SLOPES ARE VEGETATED & STABLE GRAPHIC SCALE IN FEET 00 32.5 33.034 D \ \ P VIDE 160 z� / / X 333 P` . \ BITUMIN I / 1z / \ \ 111 STORMY K MODULES SET BOTTO AT EL. 15.5' (SEE DETAIL) " \ 6 PVC a PROVIDE ¢ / v o w / / \ ROOF 16E�c / i \ 024 "+1 w - m Y Y ry 0- 0- ..° X / 11 K Q 34 5 u J CATCH BASINPROVIDE (TYP. / \\\ o� / WINTER STORAGE X 3^ / \� oNE i /�,� \\\ • 2�� 11 RELOCATE I I I (SEE DETAIL \\ ° vw \ /� = zo TF=20.5 I \ "°"T / X 3p9 TANKS _ \ \ cy, f' ywN \\ �� ego HYDRANT III I in I i / APPROX. qv-' \\ 9 =-; \ O ° - Z z z INV IN=17.5 /� I I " 1/ RAZE \ ? N o w LTJ \ 2 PELT STOCKPILE AREA \\ �F° ,� FENCE \\ z o 0 0 !v AREA 1 I (CONTRACTOR TO w-' / \ �� // PROVIDE AND MAINTAIN I i I O Oc 0 0 ADJUST AS REQUIRED) ' PROVIDE 73t LF ➢ - X 34,3 / A CONTINUOUS UNE OF - w z (SEE DETAIL) SILT FENCE cz - N F- w c / I 2 WIDE TRENCH DRAI III o 0 0 0 SNE �\ / \ ESTABLISH AS LIMITS OF - 0 0 \ WP \\ /' \\ �I CLEARING, GRADING, & III I - I o m a a PROVIDE GROUND DISTURBANCE _ > > m cn = i CONCRETE WASHOUT PIT ,' \\__�/ \\ -', Lu \ \ \ (SEE DETAIL, SHEET 8) - \ \\ �f III \ \ \ \ \ REO TION PAIN "� L, RAZE / -lam T r'r Y',' Q n00 (O 0 o N N o (�0 0000 0 0 0 0 0 EXISTIN o_ EIGNT C USHED STONE -,(�� -_ �� /1'YY 1 i z N M Ifl ,1 EEOTg0A ,j 1 \\\ ° 6" EXISTING g O \\1 TREE� 1 PEO gRUS � `) � 3 BITUMINOUS pRIVEW'AY •U Q _ \ �, COASTAL EROSION HAZARD LIMITS \\\ wN / AS SHOWN BY COASTAL EROSION I Q I~„ AREA MAP, TOWN OF SOUTHOLD, o \ ^yam {• 254 Ln Lr) � SUFFOLK COUNTY, NEW YORK, 111 � � r , , . SHEET 41-Fl OF 49, 8/29/88 (n (n n El:� = o O O 0 J PROVIDE /// r `' z z z Y L` LLJ COASTAL EROSION HAZARD LIMITS /�/ _ / \\\ 324 WIDE ± LF \\\�iA 111 0 m Q Q w o Li Li AS SHOWN ON COASTAL EROSION /// \ BANK 111 \\ OT � O Ld = o AREA MAP TOWN OF SOUTHOLD _ APPRoxIMArE TOP °F _ 111 TRENCH DRAIN \ / us rel SUFFOLK COUNTY, NEW YORK, - 11 j _ 11 i - I` // ° eTUM - III = III = III - III - (SEE DETAIL) \\ 9ti pAVEM SHEET 41-Fl OF 49 8/29/88 -'- -<._, , \// ' 11� DATE: 01 /25/2016 PROVIDE AND MAINTAIN - A CONTINUOUS UNE OF APPROXIMATE LOCATION SILT FENCE - -tom / \ s"Eo _-{ter )> 111 �� _ ' _ SCALE: 1 30 rM. F SHORELINE ESTABLISH AS LIMITS OF11EAN HIGH WATER CLEARING, GRADING, & PROJECT: 2015825/ \ / /QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE 5 GROUP REVIEWED DATE PROJECT MANAGER \\ \ SURVEY -� ... \ '//\\ s,�o -` ~ 111 SHEET ENVIRONMENTAL CIVIL �- - \\ HEp - C Q STRUCTURAL BOUNDARY LOCATED �- - \ / 5 1� Or U ALONG SHORELINE ARCHITECTURAL 2,200't BARLEY FIELD COPE STANDARD MANHOLE COVER GRAVEL FILL , I U WYE CONNECTION c, i -J BACKFILL 45' NORMAL V /' � � i 40 J FLOW SEWER FITTING INSTALLATION I �. ` I F � I40 _- - 10 - \ _ PROPOSED ! EDGE OF NORMAL CONNECTION % ;-`� / z FINISH GRADE SMH 1 = A , ,, ��/ ; � o STA=0+60.55 ; �i ` TRENCH LATERAL \ i EXISTING GRADE -- mo a v � Q i TF EL.=30.00 ' I i I � N � o _i�, / o --------- ------- ----- - ---�-- - ---- _______4______ ---- --- i o 90° ` z -- I I I ! p) c0 6" I, � % , 1 i` � R � I SMH 2 SMH 3 '� 0 Y � U . ,; ! ; .i` o .f. �_. ! STA=1+06.89 STA-1+96.31 I � U -- a) IM1 PROVIDE AND MAINTAIN /- /i 3 09 - -- S 93 �\- --- -- - --- - - --- -- W = E o a) - R -- --- --- L.=24.50 .� i Y o c INSTALL BEND , ' � /` f z Sp , TF EL=24.00 1 TF E AS REQUIRED �/ \ CONTINUOUS LINE OF ;'°� i I ( 30 V _ 5" CONNECTION 6" 0 j/ \. I SILT FENCE / � m ^� I I SMH 4 cn i' CL o u, E - I PROPOSED STA=3+93.95 W Q a ca LATERAL G y�P,% i ESTABLISH AS LIMITS OF c ,p.^,IN / - I i I FINISH GRADE � Lu FP CLEARING, GRADING, do i ; - - -- ------__-��i=_-__--,- ---_-- __. TF EL.=18.30 i _--- -° � I - - - - - - -;- --1-- - - - - - - - {--- -I- }---- - ------- c aS ai SANITARY SANITARY CAP AT LOCATION F - i GROUND DISTURBANCE _� r70 /` ; I I Q ro > TEE SEWER FOUNDATION STONE O e_ - ,-- -_ - I ( I _ OAK MARKER AS REQUIRED G11 .- LEACHING \ � , �} "L_F �''E ' r /` I PROVIDE ��$ i ! I I ( \ , i I V � V J 0 r_ NOTES: PLAN �4,\ ' ,= _ / POOL \ �; g 1� 1i,. / 1,500 GAL S �S { i I O - a) a) cV / ` �1 / �EACHING` -.,-� / / ;;tF!C 20 ---- GREASE TRAP - 9 - - -;.-- -+ --- ------- - --- _ �-- -- L- ------! ------- - ------ SECTION . 3 1.) PROVIDE TRACER TAPE ABOVE ALL PIPES � POOL - 4_-j '. , / / �, - 6 SDR35 pV0 ! ` ,� N R TI I r w - \I- ` 4 C.I. PIPE 1 ( I �1_____ 2 (n E � _ r 2.) SEWER E N MUST BE PURSUANT TO / \ ' j SANITARY SEWER PROFILE MIN. SLOPE I Sm ! i i I Q i N w m ALL LEACHING - --' _ ! FISHERS ISLAND SEWER DISTRICT REQUIREMENTS k " -_ - , I ' co LEXIBLE JOINT POOLS ARE _I �/ � 0 �, \ -' J = 1/4" i bw 1 co coco ;'� I w/\- 1_,_-- ; HORIZONTAL SCALE 1 40 - - --- -- I SDR fo . I - I W -Ico ,I ' PRE-CAST ,_ __--_____ SEWER LATERAL , / 1 / s-- ---; -- I - . _ . --- - = s --� r-. J ;�- „ � I -___ _--- -----;-----------; 4 SDR35 PVC -r --� 45' BEND -I CONCRETE - VERTICAL SCALE: 1 =8 I 1 I -I V 0 2"x1/4" S.S. STRAPS ANCHORED NOT TO SCALE / >, � \ - ' ,�,,--, 1� , � �f-` I I i I \1 IFROM BUILDING TO WALL WITH 3/8" S.S. ANCHOR ( ! i 7� �- MIN. SLOPE I I ( �/ -,_-1 i __ _L---`;k,- DATUM ELE Y I 1/4"/�• BOLTS AT 4' O.C. PROVIDE ,i \ - SINGLE STRAP @ MIDPOINT WHEN -I' j O / \ 7� 1 I, � 1 i---�-' .,,,4T 10 ""� ,-i , It O 0 N r n r7 N tet- o) (D 00 n N STANDPIPE IS LESS THAN 4' IN O ! / O,0''• > 0. 00 N o o rn rt r- 0 � N r, r- 0) m L0 v _ ALL DISTRIBUTION POOLS TO BE PROVIDED ! ��,, °'� c HEIGHT WITH 18" DROP TEES ON OUTLETS (TYP) v`\ -�`' _ � co N N a) � � r1i � � ,ri N c�i cV o; of co 00 � 00 ) r, / ! w r7 r7 r7 N N N N N N N N N N /' ,., PROVIDE 4 SDR 35 PVC 5, ,I / !� r` 0 'i 1 r DISTRIBUTION PIPING AS REQUIRED (TYP.) m. /< <_; s, -j z /,� _ ".� / 0+00 1+00 2+00 3+00 4+00 4+18.11 ` ELEVATION O :�' 1 - ✓,. - `\,s - - - Ole- L CHING I ''- I ' ,. a PROVIDE l INSIDE DROP MANHOLE "j `+ / 1 �,'_ / /� {/ QL � I I LOCKING CASTARON COVERS TOISGRADE (nrP) PROPOSED BUILDING USES NOT TO SCALE 11'1 - / LEACHING / -' LEACHING O LEACHING�_,\ I `\ G' POOL +I_ Ir. * FLOWER r r I" POOL USE FLOOR (SF) UPPER FLOOR (SF) TOTAL (SF) �- STANDARD MANHOLE FRAME & COVER UNLESS j OTHERWISE DIRECTED BY THE ENGINEER I POOL 0 11 r, , \, I -' ',.. O -i 1, � , � v I RETAIL (PRO SHOP) 750 0 750 1" GROUT \ \ , ADJUST TO GRADE WITH MIN 2 COURSES _I' _ _. , i j(-1 j - "`1 �, 11-1--i' PROVIDE 17 OFFICE 400 1300 1700 2' O" MAX 4 COURSES OF CONC BRICK - _ i' � l__ \ PRE-CAST CONCRETE KITCHEN 775 4250 5025 PRECAST REINFORCED CONCRETE p q OR PRECAST RINGS � = \ i' LEACHING POOLS MANHOLE CONE SECTION i LEACHING s \ LEACHING (SEE DETAIL)- MATCH BAR 425 400 825 POOL ` \ POOL �,,,, INVERTS OF EXISTING DINING 0 6750 6750 EACHING\ \ -� " t POOLS ELEV. 11± ° y j' ,~� � O POOL \ \ TH_1 I'-," -- ` C; GATHERING COAT EXTERIOR SURFACE ;` \,- , !i t .tom R 0 5650 5650 _._� - 1 `--.,., WITH HEAVY BITUMIN PAINT ° ' EXPANSION . - O . 20 ESTROOMS 1650 750 2400 FOR SANITARY MANHOLES ° AREA O Z A , MAINT./MECH 1750 450 2200 ° ul* 9 �� STORAGE 1275 200 1475 7" FLEXIBLE, PIPE TO LEACHING ;a ALT. STORAGE 2900 0 2900 MANHOLE CONNECTION. . : - P00 - ,/---POOL-- - '0 L 0 O p Z 'I i TOTAL 29675 ° LEACHING , ,t,• 11 l LEACHING 1 O O r ; 5 i' POOL . POOL { �jj-n�0 :I ` *UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS ALL JOINTS SHALL HAVE BUTYL 48" DIA NORMAL PIPE �`''^:r:.' ,� : y \ : '��� 15'-0" RUBBER JOINT SEALANT BETWEEN LENGTH PERMITTED \ _-� O 4 i J n O I - ,, c_, 15'-0" 3,500 GALLON SEPTIC M.H. ` _HOZ_ - - - - - - -,� - - 11'-0" 1,500 GALLON EACH CONCRETE SECTION "I% J. \ \, EXPANSION o-n' I I I I I I KNOCKOUT INLET AND • \ AREA I I PROVIDE PRECAST - ' `''} `-' REPLACE EXISTING MANHOLE WITH DISTRIBUTION I I I OUTLET OPENINGS CONCRETE INVERT o 0 0 0 8' \ 'r : �Y�` PROVIDE 18" DROP TEES ON OUTLETS UTION POOL 0 O , (T�) uk I I OI o Z 0.1 MIN ` _ . "1 , - I _ - I I i_ J J •. 12" - 3/4" BROKEN STONE ,' ` - _ . e 0I0 CD , Y, , \ -'i' •,• -� `, ` , I I EXPANSION - ,-- � 0 I i i o o It + - - I I J tn o- + N + STANDARD SANITARY MANHOLE DETAIL AREA - -- -- --'-`- - 1 I NOT TO SCALE , v BENCHMARK: ROD ` Z I. I- 2'yl I--2'�{ I--2'�{ - . TEST HOLE DATA WITNESSED BY RICHARD MOUSE P.E L.S. MARCH 1999 r EL=12.89' (NGVD29) `�-______. T ®- - -- -`-'- - - �_. ---� __ _-'- T nr>r�. �- CAST CONCRETE OVERS PLN ` T.H. #1 - - T _ 1 . . C ,a, 0 -10 TOPSOIL _ _ � „ . \ I 2v 7 �, - ' 1 j I �� ` \` ` _' LIQUID LEVEL (CENTER COVER ONLY "` c. '� T ` ' �, , �` _ ON 3,500 GALLON UNIT) '` I 10"-,30" SANDY SUBSOIL11 30"-96" FINE/MED. SAND SP __- __ \ �. ,t 4\1 E-'.'Y :` PLAN r `ti`s, " . WATER ® 96 T \ , t ` -,O � �a a , ,� i '�. ` `, 11`"1 •-S I � � f s�:,ka I 1. GROUND WATER ELEVATION ® 2.5'± 7 - `. k K+ �`1\L - 0-t, �� �, 4C._` LOCKING CASTING T -- 111 \�. _�-.- a� ;,� TO GRADE INVERT=11.0 �• 4%X. S�MO p of 1;7,��``'{/ TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. JUNE 2016 ROAD -- - - II 'L` r >1 C.,v__,. °0 oo O O O O ��C FSG; �� °9 ;; c a �~n_ ;i FINISHED GRADE o 0 0 o r T.H. #2 S.T E D 1} r};r-. 1 ".� ` CHIMNEY �. _1. ,,, 11 `. 0"-15" TOPSOIL EA i r :. 11 .. -, <1rr" ,T` ',_ ---�'- N 86'50'42" E\`, \ - O° O° O° O° �" J rr..J ,. y \, 15 -32 SANDY SUBSOIL SM - \ I.'- --- - _ ,.. 24' 5'-0" I `A 32 -144 SAND SP POORLY GRADED WITH LITTLE TO NO FINES 1::i `'J ' ! i_ �=T T- _a �_ Q min. 8" �o "" ^^° ; , P II .ti i i \ -{ '•. INVERT oO °O O° O° GROUND WATER ELEVATION ® 3'± 7__:_:�___� PROVIDE WYE I r'r ;._, _( \ / I'— ;_ ;=` `,�. ,_j'" 2/3 OF CAPACITY _.1_ CONNECTION - J, ,I, -� , , __ • ..-_-- '- - 1 =: INLET \ ; . _r. 1. - ON EXISTING LIN _ `; -L, }-t. -1 Il- o 0 0 ,' VERIFY INVERT i ; I/ N - _tTOUTLET - O O O O f';' L=188.46 J LIQUID LEVEL - BOTTOM 6.0 AT START.OF CONSTRUCTI / I 11t ;, - Q Q - R 905 00 " - ,, � \ ;..., - c0 INLET BAFFLE T _ •., I i I BAFOFLELE r �� ..^ :,' 5000 GALLON TWO COM PARTM ENT H 20 � � N Q Q \ = z.,,: ,,l� 1` SEPTIC TANK S �i. ,< 4... r _ _196. 6 \ I\ = '; i' I ,n It o0 1 0 L • , . ,, il ,, � 1 ,n in ,n -9�3' ❑ ❑ 11L = DESIGN NOTES: v v 1' "� EFFECTIVE SEEPAGE AREA: (125.6 SO- FT. -- i ,<_.4 1. ALL JOINTS SHALL BE SEALED WITH BUTYL RUBBER SEALANT _ __ LL NLETS Y ��NE ' ' -='= �' 2. A I AND OUTLETS SHALL HAVE WATER TIGHT APPROVED SEALS AASHTO H-20 LOAD RATED PROVIDE 5,000 GALLON NI` R�GHZ OF WP \ -" -- z _\ ',.''' � } C,-' F� 3. TANK SHALL MEET CURRENT ASTM C 1227 6 �6" LEACHING POOL DETAIL _�:T(-;�,F I G 'i`'''- CROSS SECTION j; - I 4. CONCRETE STRENGTH SHALL BE 5000 PSI MIN. AT 28 DAYS NOT TO SCALE SEPTIC TANK - zo O- ts•t S 30 �8 O` <:,j. r ;1 5. TANK SHALL MEET H-20 LOAD REQUIREMENTS TF-±23 p3• PROVIDE ADDTIONAL' , / I INV IN=18.85 13 ro n ore �I - Imo-o P. 6. REBAR: ASTM A-615 GRADE 60 GREASE TRAP Z ggAO �,r,: 3.500 GAL GREASE TRAP t5• i,.," <, I 7. PROVIDE INTERIOR BAFFLE WHERE REQUIRED INV OUT-18.35 / R'3 s` RELOCATE EXISTING PIPE S- ' 0 s / T, --_ _ i r / T PROVIDE ADDITIONAL 5,000 GAL SEPTIC TANK NOT TO SCALE \ /� ,,,1. 1 AS NECESSARY g -;- -( c"'{= ,'' r (NO BAFFLES) CONNECT TO EXISTING TANK VIA D �. ,: .=.S 1 , I i / __ - ' � 1 __. " DESIGN DATA ,J t / i ;•,1 (, ;`'' % t _ �" _r, c I THREE 8 SDR 35 PVC CROSSOVER PIPES AT Y - 1 _ ` / /5`'` -- - ( . \ �==- - ; 20" O.C., 18" BELOW LIQUID DEPTH OF TANKS Z U p LTJ / <' ; , �." _. __ \ �. ) f; `I\ I i ; EXISTING SEPTIC SYSTEM FOR CURRENT FLOWS APPROVED UNDER PERMIT C10-05-0006 Q Q 0 0 O `�,_ / -_-- / /"' -- -- ---- \\ E� -- -, r �- T i r `�I; I -ATE F�j , J / / -- -- n,.iT g / I P / \ L 5 T - `- I -, '` - ' --- -- �y RESTAURANT SEATING E 50 SEATS ® 30 /D 00 /D 4 0 CAST IRON VENT O ROOF Q w `1`l Trth N/��``` - 'Il \ T-,y*`'l i II` i DESIGN FLOWS FOR THE ADDITIONAL SEATING ARE AS FOLLOWS " T G - 1,5 G H- O z c O ` V -_/ _ ' ' I; ,� I--- ____ -_ -- - I' `-; BAR SEATING 50 SEATS © 15 G D = 750 G D Z z Z L Y _- 2 - 5 - --- - _ i i - _ ;yr, I , ,'1 l / / 4"� T IRON w Q . O ,•, 6- -- _ PROVIDE 2 CAS w \ -- - _. _. - �_- ' I' ' ' -s r:: _---,. :,-15.62 r`r;t�c.., DINING EATS ® 15 G D = 750 G D COVER TO GRADE 2 0 1 i OUTSIDE 50 S \ �k , '" a_ Lij ! 5 - - -- ;`y:.;!. 26 _ - �., n f ';'\sT- t; i i'I T-,s� I RETAIL 1 I 1 . ,150 SF ® 0.03 G/D = 35 G/D O I- Z _11-1 = Q � co n V) ` i STORAGE 4,375 SF ® J a s/ - -- - - - i r ` c,, I 0.04 G/D 175 G/D w - ' = 2 , " - - _..-- ADDITIONAL DESIGN w - - _ \ \ TOTAL AD N FLOWS D N ; 11 - _ �-._ �_ O V l - 32 G � (n t. zo - - j I �e+,,.,t. ; SEPTIC SYSTEM DESIGN a . ° . a° 't w 22 3 ! -\ lrf , 0 1 ^.A`,'_-, 'I w d _ i ; S a.��.t '- -- --- \ f,qt> I VIDE 4"� CLEANOUT „:., PROVIDE 6" SDR35 PVC .r-r. ,. ` • opsma oie,! B _ _-- 1 2 !., >� \' :`:,:\ �'- - :i: i APPLICATION RATE- 1.5 G/D/SQ FT. PROVIDE FLEXIBLE v N PRO U SANITARY SEWER LINE ti h _ \ 10 / 1 5 - 40 SQ FT REQUIRED BEER r 22x _ \ _ = 2,1 2 -h. \ _ \ `I�r 11 - r ? BOOT CONNECTIONS LE RUBBERRU - 35 OX \ _ g, r _ - ^` _ - -`` A,A - - _- " ` i , 2,140/ 125.6 (EFFECTIVE SEEPAGE AREA PER POOL) = 17 POOLS (ADDITIONAL) ° ^ r; -t.' f rj 1 I n /I I i 3 _ r -i i� ------ " `' �`,__ � i TOTAL LEACHING POOLS 37 LL_ LL.I =_1 11 -, \ F ,,r, F" L 5, ,,3_ _ 11 1 1 ;_.I, 1• 50% EXPANSION SHOWN (19 POOLS) L r-., - - , ----- c .� I \ �\ 1 \ `' , ' GREASE TRAP DESIGN . .OX - 9 vif � �' - z0 r ° PROVIDE 36.. I= SANITARY .-r >,I _ BASEMENT (LOWER LEVEL) I> r _ - -=� NEW GREASE TRAP AT WESTERN DISCHARGE BUILDING SEWER ~ / KRCHEN ( PPER L ) >`` \ ` J "---- ® Y4-/FOOT MIN. -- MANHOLE 36.7 -- - Y U EVEL '•- �- � - ° PROVIDE \ (SEE DETAIL) - - ° Y4" F :,,'. 'k - r,.. - 24.5 r, -1 �1 = ----- - _ -� -,_, ,; BAR SE - SANITARY;:.':;;. ,. 4 r2 - - .� _, i' .._�`- r-, -�" ._� __F} _ __ __ ,_ - „P _ ATING 50 SEATS ® 5 G/D - 250 G/D ° MANHOLE 6.7x <;, ° \ \, \ %-i - "s-u � ;' � OUTSIDE DINING 50 SEATS C°D 10 G/D 500 G/D ° '(TYP, SEE DETAIL) 5 / i ? 13 X 13• , ) _?-,!��`�.--' ,_ __ - = f 0 /; / x36.7 e, ; `", �. I FOR 'H� CONC pA '`, - _�--'' TOTAL KITCHEN LOAD AT WESTERN DISCHARGE = 750 G/D 11 I c> 30 s'' "' F �F,Q - \r'' AC D .; ,' PROVIDE 1,500 GALLON GREASE TRAPI PROVIDE CAST IRON TRAP _c__�j 24 ,24.9X ?� 36 - 1 / ' RESTROOMS LOWER LEVEL {` t ` t- . PROVIDE 4'0 PRECAST CONCRETE MANHOLE ,. . F ' ( ) GREASE TRAPS AT EASTERN DISCHARGE 20. �� 9��% I KITCHEN/DINING (UPPER LEVEL) .. I ; EXISTIN i( _ _+_' __ _ -_-_"--' h- '-=- =- r', " BUILDING FOUNDATION m a12E mia ' �24 - ���G� a S 2 . o , ' r ;y C-�I` `_:--!-' --- -f = PRO G r RESTAURANT SEATING 250 SEATS ® 20 G/D = 5,000 G/D /f 2o.t onhore - Q PROVIDE 6" CAST IRON ;;;; - - `l `nn - ANE, TANK GAL Y Y a a - I;. I` ' TI:, CONNECTIO z PIPE TO TRAP ,; \` ' t C T KITCHEN AST DISCHARGE - 5,000 / NOT TO SCALE o � � TOTAL I LOAD AT ERN RG G D x-36.7 36.9 6.9x �- EXISTING GREASE TRAP = ±1,500 GALLONS z �, z z PROVIDE ADDITIONAL 00 GALLON GREASE TRAP,. _ / x-36.9 r I A O � Lj uj -' ,__ = 3 5 -, ,� - �'I 3 9x ` CRAWL SPACE (LOWER LEVEL) , "r`` Z a m 0 0 v, o 0 / _ KITCHEN (UPPER LEVEL) - "" TOTAL KITCHEN LOAD = 5,750 G/D p v " c' '^ DINING ER L C"^.G `\ TOTAL GREASE TRAP VOLUME = w W PRO SHOP (L EL) ± 00 GALLONS _Y. 6 5 w Z PROVIDE I ,. __ o //U - I 1 r p� '�a_ \ 't N � t- to .. - r DENSITY LOAD CALCULATION o 0 cn = INSIDE DROP I 3s.s OVSS , ',1: _ I J J MANHOLE `� 36.sx \ I, L PPLO 36.9x CSR �pOR I I - _ GOLFERS 5 G/D X 120 = 600 G/D > D ° m = _ (TYP, SEE DET 2a•a REO 3g 9 , I _ TENNIS 5 G D X 80 \� COVE � . �� / = 400 G/D o ` `' 0 0 0 0 0 0000 / 3 .o - MAIN CLUB � � "I " 11 S o.00 C G ROOMS (LOWER LEVEL) 6. l c 17 oo (o sma ore 36 7 � I _ "! RESTAURANT 200 SEATS (SEE PERMIT) X 10 G/D = 2 000 0 0 o N N o BAR (UPPER LEVEL) I gx _ _ _ / � � 1 ;,. - - ;''z., ;.,.�c., -, r ` NEW SEATING 50 SEATS X 10 G/D = 500 G D o 0 0 0 0 _. 8.� - RESTROOMS (LOWER LEVEL) '-1 I ,, ,,_�, ; _ 4,-, , r - - / "' �. - -- BAR SEATING 50 SEATS X 10 G/D = 500 G D '' -' 34.5x GATHERING AREA (UPPER LEVEL) _,__11_1' _` _ - --" `� OUTSIDE DINING 50 SEATS X 5 G/D = 250 G/D o I / 35.0 RETAIL 1,150 SFX0.03G/D = 35G D 16 , i '/ i IN 1i Ir r \ l / , ' .t~. I - -_ _ _ _ _ __ __ , STORAGE 4,375 SFX 0.04 G/D 175 G/D KITCHEN OWER LEVELY �'� -,,. 3s. i /, _ \ k: \ BEACH CLUB Q __ ` - \1` DINING 0 G/D 3 33.0 KITCHEN (U ER LEVEL) �' /." STORAGE (LOWER LEVEL) �� �/ OUTSIDE 20 SEATS (SEE PERMIT) X 5 G/D = 1,00 I- a ' :' HOUSING D 130EMPLOYEES S � L% 11, \ DINING (UPPER-LEVEL) 35:0 j ,qR \� ( EE PERMIT) X 75 G/D = 975 G/D Q W / - 1 26 32.5 x - \,:' �� '�' I` 1 I/ - PARKING 15 G/D PER PARKING SPACE X 49 = 735 G/D 0 � -- n n -;�;"'. N N N �� - \ / 36.9x I t -1/ TOTAL DESIGN LOAD = 7,170 G/D co r10 . - � U) L0 _ I / �� 36.9x 36.9 ' I � 1 / / - ALLOWED- 17.5* X 60OG/D/ACRE = 10,500 G/D m N I I � � I N y�L - __ I ! 1 / / `� STORAGE (LOWER LEVEL) 36'9 3 .sx 1 : \ 05 / / / * FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A DISCHARGE OF O � zz o LJ 11 35.0 600 G D ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULATION IS 17.5. THIS REPRESENTS THE z z y 36. RESTROOMS/OFFICE / PPLO �0 / / I TOTAL ACREAGE OF THE PARCELS LISTED IN THE APPLICATION MINUS WETLANDS, AREAS WITHIN THE w < `' o I PROVIDE `� (UPPER LEVEL) 5' N o w � = o l 11 ,,: COASTAL EROSION HAZARD LINE, AREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS a_ m o o v v L� 1,500 GAL ,� / ; GREASE TRAP \ 36.5 -- 1_ _ _- _ `\ 36.0 \ t ,1 ) 1i / OCCUPIED BY THE GOLF HOLES. ADDITIONAL GOLF HOLES ON LAND ALSO OWNED BY FIDCO, ARE - PROVIDE TRAP A 11-T 34• / \ ��i / LOCATED ON ADJACENT PARCELS BUT ARE NOT INCLUDED IN THIS CALCULATION. AN AREA MAP IS DATE: 01 /25/2016 /I ; / � ATTACHED. (SEE SHEET 1) BUILDING CONNECTION 36 \ .-_ . - \ (TYP, SEE DETAIL) \\ 3sx / ; \. ` 11LEGEND SCALE: 1 " = 20' _',� I PROPERLY LINE PROJECT: 2015825 QUALITY CONTROL CERTIFICATION 3sI N o 3sx -- PROVIDE 4" CAST � \` _� ,. EDGE OF PAVEMENT GROUP REVIEWED DATE IRON PIPE TO TRAPI 1, / EDGE OF GRAVEL ------------------- PROJECT MANAGER I � vo - o • 0� /, EXISTING CONTOUR --- 28 --- "I suRVEr20 10 0 20 : i "'' "`� o / PROPOSED CONTOUR 26 SHEET T ENVIRONMENTAL _ I c:_,r r. - 1 - S I I E E . STOCKADE FENCE , // CIVIL GRAPHIC SCALE IN FEET ��^ r ". ,' ' srRucruRAL \ - l \ ; ,' / �-' i7 // NOW OR FORMERLY NSF 6 O F 8 WATER VALVE Dv ARCHITECTURAL NN U J " J 00 �0 i P,NE 111 w o E NOTES: `O/./ sN p N O U 1. LUMINAIRE # 22 382 - SEE SPECIFICATIONS 1 —•_.—•——•——•——•——. I/ � �/ I •� � Y U -o � �NE / O E / PMjO" _—. / 5 g i lfgv S PNE W Q O ro L- CIL U HOLLOW WALL CONCRETE ` S / CONSTRUCTION 6 CONSTRUCTION c ` /i PINE \ p,N : w 06 z .� 5 '^ a� -- , I W co 1 Y4" e o o v / \ \ /� Q cl) W 00 _ W cn M ADJUSTABLE MOUNTING \ \ G BRACKETS U c 6 5/8„ Y4 (IO 3 \/ . L I 4 2 8 25/8„ / - / ..., : • DRILLED & TAPPED / \ ^ LIGHTING OY2.. NPT OPENING \! ' BEGA WALL / � �•,,., MODEL (2382LED) CIO" ,/ HITCHEN POST GOOSENECK LIGHT \; r *TH- MODEL (WHS20—PC—G19) 1 \ // AH-2 %I s BENCHMARK: ROD EL=12.89' (NGVD29) T- / 1 g\j5t, i 0 0 0 00 o� CH RRY off' �� .F pa I•. 0 $ c� r, SN ONERRY :. 9 t^ 7FN -• 'LOW QA," l�Pl\o / <"r`r:,`s:��.. az jjj� I f_��• ,i,�g�+ ,. BENCHMARK:MAG NAIL - _• - - • • 'i- . EL= 20.37' NGV/D29 ( r ` NE 4 AURORA PATH LIGHT SOW Kc ''sEs P\"E �t JN\PER MODEL (LP L6 LA JOLLA) VUE G` P`NE E 10 O 0 \\I \\ RECESS ;, # �0 BE REQ "; NGS - �scv s LEGEND m Z PROPERTY LINE e P P\NE ABUTTERS LINE p1N1NG 1A` P\,�„a EDGE OF PAVEMENT Q O ♦ ^ \\ \ I EDGE OF GRAVEL ------------------- } v_ EXISTING CONTOUR ——— 28 ——— \ NB�RVEM vwN I PROPOSED CONTOUR n w � z Z z gC AWN ov;�E�oc f'4_ ;�,- � STONE WALL � Q f JCL W PA NE ,. STOCIKADE FENCE ��5 O � 7- UG NG, 7- %.0\4 ED Q t� PAP'S F EX E gROSN NOW OR FORMERLY N F w w � \I ` � • # H GE TREE LINE w a. Q � w 0) UTILITY POLE 0 � (n Q WATER VALVE LL] �/ o LTJ U Lz/ SHOP B PUNcs EXISTING BUILDING (I) LLJ N �_ / Rp 4 l� P \,> AWN SREE PROPOSED BUILDING = 0 I HEp30 15 0 30 GE // ° / Q ` GRAPHIC SCALE IN FEET Q' ,.��� MASER � � ' - ' • - - � �-� --- —_ CVE \\\\ ROw OF 9\ \\ 111 esPR80RJ1tAE5 \ \ (r = l , a 1 C) a a POSUNTE4 \ r . ° m Y Y < a a MO F1' RE. ESQ oWN \\�— / AWN \\ III Z U) Z Z W W BARK = z a D o 0 UGNT \\ �p,CE III o c) v / i XOR E _ O U) o 0- 0- rr,ti r, III � w 0 0 W (n S S WAS LINE .' 'a_;, �\ I i \\ � I — o m a a / < III > > m cn _ I-- -j`` •' '\\ \ _ P� p •�• /—\\ / \\ i� / BRUSH - LTJ / -• \ %,— �'�' •r // \—moi \ , Z c2 T c0 T c2 O O O O O / '^) r \\\ \• - RE. - - - P ,1..tGp � �\ \ OW PA ���- III W N N N N N •�pl �l �� r �� - III � 0 0 N � � --- — _ --- � — L 1 _ 0 0 0 o 0 IREE 1 BRUSH - 1\1 .cJ � Q • \ BRUSH COASTAL EROSION HAZARD LIMITS \\\ o_ AS SHOWN BY COASTAL EROSION I • \ �' AWN Y AREA MAP, TOWN OF SOUTHOLD, _� ;11 N N r SUFFOLK COUNTY, NEW YORK, 00 co SHEET 41—FI OF 49, 8/29/88 _ n ' LLJ O o o COASTAL EROSION HAZARD LIMITS /�/ \ \\\ \ �\\�, LLJ W Z Z 1 AS SHOWN ON COASTAL EROSION a_ m 111 o w = o AREA MAP, TOWN OF SOUTHOLD, m SUFFOLK COUNTY, NEW YORK, - 111 = III - III = III � III - III - 111 _ \\ ;\ 111 SHEET 41-FI OF 49 8/29/88 \ DATE: 01 /25/2016 - - SCALE: 1 " — 30' PROJECT: 2015825 QUALITY CONTROL CERTIFICATION I `' GROUP REVIEWED DATE PROJECT MANAGER \ \ 111 SURVEY \ _ ... \ ,� -! SHEET ENVIRONMENTAL7 0 F 8 CIVIL ��--- \\ S" --y STRUCTURAL ARCHITECTURAL BARLEY FIELD COVE \\; lVdnl331 HDNV 8 -do 8 lvanlnnals 1IAO MHS1V1N3WN0aIAN3 mans a30VNVW 1D3M' d 31VO 03M31/\3d dnoNo SZ8S L0z# :iolrOdd N0I1V01JIid30 AlI3Vn0 31VOS 01 ION ,02 _ « l :3�vos NISV8 NIV8a „-VZ iSVIdO-I kN a31VM HSVM JO 9 1 OZ/gZ/10 •31da 1N3WNIVINOO 3anSN3 01 3sn HOV3 01 a018d lld 103dSNl T n n o o m -0 'ul0VdVO s1I Jo %sl C, N0Ii03S �dNI0n110N0� S3HOV3a lld 3H1 N3HM JO a3SOdSl4 J,la3d0ad (INV lld m p n Z z o7, -o WOa3 O3AOW3a 38 ism SOInon (INV -lVIa31VH 3an1dVO 'z SIN m o m C- -11 0 0 O '(ONV0833a3 ,L 'NIW Snld 'dWnd/SN011V9 0S ONlllb'W 0113H1NJlS H11M 3�`dMS SS`d�10 oAd OJee1d '>i0nal/SNol1VJ L) AlONI0a0OOV 03ZIS 38 ism SdWnd 9NIaInO3a S103f Oad a0 S103f'Oad a30aVl 'N0110nNISN03 Ond 031VJnaaOO AMG Ob No I I I No lVI-LN301S3a IVOld),l aOJ 3aV NMOHS SNOISN3W10 'I 3In03H0S 3N31AH13J,lod cn V' cn :S310N IVn03 031V9n8800 a3M3s 0 iN3NVWa3d NO N33HO I S�-aOS =aOJ Sa01dV0V CT1 01 lid inoHsvm 3130= NVOIa3WV HINON A8 «ZL i iH911a31VM HIM Sl311no NOLL03S SSOaO (A 31VOS 01 ION 002d 13NOa3 JO S3dAl snolaVA S1N3W3an03a ONIl113S (INV ONIaV38 D NV 9NIl1d113H1NJS � dW � OiS (dXl) 133W SIIOS 3GVNo8nS 9NIHnSN3 608 ° 31V8 MVa1s 0I1SVld 3181SNOdS3d 080038 JO a33NION3 D R SSVao ONnoN9 --- --- --- p)T �p) �Z „Z Z� 9NliSIX3 D N ---}----- _ -? i «0-,l 'NIW CD co _ . . . . . . . . _ NIW 9 S3InO0W NNViW801S 3NOlS 8Vln9NV «+,� z p) p) I � 080038 30 833 N IO N3 `� / / �i/\�/���\��\\�\�\\�\\ \� N W N o (1 I (a I D �z o I D A8 031JI03dS H1d3O m W 00 0) o o w p) p) D 'mo i/ O N N O O r rn m rn rn rn m (�I �N W = m > / m m c C0 c I = �%\/�\� /\\//\ 30VJ831N1 1105/3NO1S (INV /j/\ S31n00W ONIONnomnS (-lvn03 D D o, i «0-,l 'NIW \/ /// dO) 3111X31039 N3AOM-NON (31V8 838 Z) l09 X3103) X38088 �n -D (n S3>IV1S 1V13W 0 0 oz o _ TWOS Ol ION a0 000M /\/ / A O 8-8 4OLL03S c 0 0 «0-,ll 'XVW ��\j z z in O (n a30NCD I18 lVIa31VW 3AllbN 31Va9 «VZ '`�//j\/ /�jj� (021003b d0 L133N19N3 N C/) ONINII 011SV1d NOaI 3I110n0 ��\/ \/\\� A8 NOIS30 - ANVSS303N SV) Z Slee Mva1s v Vai M I NdId «0-,Z 'NIW /\\/j \\/\� llld 338tf10ddW00 338`d11nS Ilk VNIN0383d VINO1dW00 Na3J J33MS - 83A000Nnoa9 WnIO3W ('S a o ISan-VAn SOIAHdV1S0108V A8838aV38 - 83A000Nn0aO Mol (t a o VIIOJINIV V8H1310 HSn883dd3d J33MS - anaHS WnIO3W ('� 6S� Ol .,0 3I9NV a o VOINVAIASN3d (Vll3aoW) V018AW `A8838AV8 - 8n8HS Wn103W ('Z ANV NO 031Nnov4 a o 081 'S1NVld 0NV113M 38 NVO S2i01dVOV a (0800321 JO 833NION3 A8 NOIS30) ONVION3 M3N 'XIW SSV80 1NVa3101 iIVS lV1SVO0 ONVION3 M3N - XIW 033S (-L ONLLV8 OVOI 03NDIS30 80J 1113 G310VdN00 31vnO3(]V H11M (02100321 JO 833NION3 A8 NOIS30) 03NOIS30 38 01 V38V O31V1303A 30VJ8nS SnolAa3dWl 03HSINIJ 31Va0 031`821 OZ-H '1Vn03 03A08ddV NO (lZCC-CL9-009) '0N1 S033S NOLLVAa3SNO0 NO81 3-luon0 1SN83 A8 0313ddns sv (1-081-XWN83) XIW SSVN0 N308VO NIV8 HIM 0335 ('•b G31V010NI SV 03NIV1NIVW 78 0311V1SNl ION 38V S102i1No0 SN3 JI 38n1XIW nIOS 318V3W83d 3H1 JO 1N3W30VId36 3H1 dOJ 31OVII 38 IIVHS 8010V81NO0 3H1 (•C -Ti V) N M (n •NOI10nNiSN00 inOHOn08H1 3IJJV81 1N3WdInO3 AAV3H W08J G3133iOdd 38 IIVHS NISVB 0 � m A111Vn0 831VM 3811N3 3H1 (INV 031OVdW0O 38 ION IIVHS 3NniXIW IIOS 3-19V3W213d ('Z (n (gyp 10 p '30VN0 01 030V1d38 ONV 'ON318 sn03N30OWOH V W80J 01 Q _ X M iSOdAO0 V NVOI H11M 03XIW `031VAVOX3 38 ism 1V1831VW '38n1XIW IIOS 318V3WN3d m w _ - m 3Hi NI NOliVAVOX3 W08J lVIa31VW �� 3AI1VN 30n10N1 AVW 8010Va1No0 ('l D z � � o 0 � 3IVOS 01 ION 31VOS 01 ION 03831N30 AIIVINOZIaOH 031IV1SNI r z Z ,l Z ONV6iN3 N011ondlSN00 N308VO NMJ 31V-Id 9NI1NnoW 38I�75R 18Vd 'Al18V10 ivnslA 2104 m Z z NI S3-10H 0311180-3ad 032131830 AIIVO1183A NMOHS SI ONIN3dO OQ \� ?,� �IaBb HOnoaHl I3NVd 301S D N SNVId 33S O1NI 3lOH 8313WVIO «g/� lllaO 5l „tL p � 1Sodnoo %Ob-02 v IF Z 1� °�� �1� lVIa31VW 9NINIVaO 33aJ _ ' lIOSd01 %0C-OZ 'ONVS %Oti (HlON381S QD «SL'�l „Zl r nwl� o� ,>�O 318V11nS of a0 'NIW „8L 3an1XIW lIOS 318V3Wa3d 3lISN31 81 OS 3Z IS N3d0 3ZIS 12�Od S1 N S 83 N 800 C `'tea- T mD N01103S SSOdO NI` 80 HON381 anoJ NI S311 dIZ NOUN NOISN3W10 i80d W� F �, 113-lin0/i3lNl :V 3�8`dl %y �tiiy� dJLl 121Od 13mnO/i31N1 0,0321 SV NOI1VZ1118V1S 803 O ONIILVW 10a1NOO NOISOa3 O3AOW3a 30NO y 318V0Va930 3OIAOad NVd MIS aye (03A08ddV 80 l09 'O33S �8 ll0Sdo1 Wnr4lNIW «- X3103O X3d08d) 0168VJ , • •Q , paw 3111X31030 N3AOM-NON gp9p, v , • � •o � 4D4D4D4D4D .apgp�gD, O D;4 D;4 D; �G D;ap• �9p,. I3NVd TOS ,9 �Q <q •av•av•ao•vo•av 301S ,°o°�j°dap• dd0 „g v O Z ,,4D•4 D 4 D•4D�, aap-a 30Va9 03HSINIJ «V« Ol 0831X3 � -i Ol 3NOlS „�/C ` o a �S ��� 'GD, _ • • •� 3iNOd yap aDap• 4D4D 4D4D OCP (S83H10 A8) -3Il • 'apa�ap, Z •ao•no•ao•nn•uu• app •�e� . N (>r� gp4D, ' • • • • • /1318180) •apapaD, c, � N &Z NO-IAN a0 3dV1 ap apo • �>a . OIa8VJ 831113 C` . • ,�` Yk 1NV1SIS3a 831VM .^.� 4D4D4D4D4D ONIN3d0 • N O- L IJVNlh O O ONIONVB SS HlIM �_ - • • • • • • t . c F 1Y d IaOd 1311nO/131NI _ 4D4D4D4D - 31VOS 01 ION 30VdO Ol 01a8VJ lV3S •= ws%`8 s` z � sus- Px J,`dM3nl2�a 3NOlS 03HS(12�0 03HSINIJ I ° ��e 1HO11 lI1Nn 311 llnd 'HlON3alS 311SN31 (NZZZ) '81 3SV88nS a31Ob dW00 „8 OS 'NIW) S31i dIZ NO-AN HIM I3NVd 3H1 Ol �o 00 '311 dIZ NO-IAN ro o coo o � 80 dVl 1NV1SIS38 831VM 'ONIONVB SS HilM i8Od 3H1 Ol 31V1d 3Hi HOV11V '31V1d ONI1NnOW INOd a CP000� o o� 0 0188VJ 3II1X3I039 103NNOO '1n0 53903 133d ONV NOI1V00I 1311nO/13-lNl 3Hl NI S310H O31IIa0-32Nd 0 3dld 1V 01a8VJ 3111X31030 OlNI „X« in0 '(„SN0110n2lLSNl 3Hi ONISn I3NVd 3OIS 3Hi HOnoaw. '3ZIS ONIN3dO a0J M0138 318V1 33S NOI1VllV1SNl (INV NOLLVNVd3ad 311S« 1N3Wn000 S310H 11180 '13NVd 3015 3H1 iSNIVOV 31V-ld ONV 1N3W30VId ONIN3dO 80J MO-138 SNOISN3W10 Ol 83J38 '33N3J 1IIS 3Hi NI d0I3A30 „s391n8„ N3HM 03AOW38 OOOM1N3a8 30N383J3a) S3InO0W ANViHNOiS JO NOLLVllV1SNl ONliNnoW 3Hi ON10VId 'I3NVd 3015 3Hi 'NOI103NNOO iHOd 1311nO/13-INI IVIa31VW 0NV 03033N SV 03WaOJa3d 38 IIVHS 30NVN31NIVW 'S 3aLLN3 3H1 ONnOaV 01a8VJ 3lLLX3103O O31J103dS dVBM NI ONIN3dO 3Hi HOnONH1 iNOd 13I1nO/13-lNl 80J I3NVd 301S o1Nl ONIN3dO ln0 ONV inOAVI '30VJ8nS 000M1N3a8 3H1 JO 301S INOHS 3Hi la3SNl 1VIJ NO 30V1d 0NV 3In00W W08J I3NVd 3015 3Hi 3AOW3a 1N3IVA1no3 (SnNIW J) 9 'ON l0'l0•W 03AoaddV NO `3ON3JOalAN3 '8VJ030 38 IIVHS S11Nn G31V3IN9VJ3Nd 't, :C d31S � = ONI133W 3NO1S 43HSnHo 30 „z '1N3lVAIn03 03AoaddV a0 'NOt�Ll V>iNI18V1S `X001 IJVaIW 'X a31liJ a3H113 38 IIVHS H1010 a31IIJ '03010) (INV S3HON1 XIS A8 03ddVl-a3A0 38 IIVHS A3H1 NIH10 HOV3 NIOI 0V HlOIO a31IIJ JO SNOL33S OMl NIHM 'C 'ONIN3dO HSIN WnWIXVW „9 '3aIM N3AOM 38 IIVHS 30N3J `N01103S 01W 0NV dol IV „VZ Aa3A3 030VdS S311 H11M 33N3J 3aIM N3AOM Ol Al3an03S O3N31SVJ 38 Ol H1O10 a31IIJ 'Z •OOOMOaVH a0 3dA1 „n„ ao „1„ a3H113 1331S 38 IIVHS SlSOd `S3IdV1S NO S311 3aIM H11M S1SOd 33NIJ Ol AI3anois 03N31SVJ 38 01 3ON3J 3aIM N3AOM 'L S30110Vad NOI1VIlV1SNl A 83dO8d 8OJ SN0110n81SNl 'sql OL-�� %00'L6 10 08'SL «9� 9c-1S 3-1VOS Ol ION NOIIVIIVISNI iN3aan0 30N383J3H 'Z 1H013M OI1V8 A110VdV0 �� H0N32i1 lb 1N3W3nb'd 0NI1SIX3 '03IJIo3ds 3sIMa3Hlo IVNIWON OIOA C1311VISNl Al10VdV0 1H013H 3WVN "� 0NIH01b'W 2 03 N01103S SSOHO -lb'01d) SS3lNn `8311NIN3d W31SAs ONOIV 31naon aNNVIVOJOIS 0NnoN0 NI „9 JO 'NIW V M z i\\\�\\j\\\/ H1010 83111) 038W3 0311b'1SN1 38 Ol Sl3NVd 301S 'l �`s3iO R = z \\\ Ilos 0310Vdnoo A's/Ib9 -I3NVd 301S ,K \��\\ V'0 (1Vo3 3WIad OL-OW) •3903 03SOd0ad 3H1 H11M 3903 SIHl HO1VW (INV 3903 ln0 MVS 3Hi Ol 1VO0 NDVl AIddV 'ti D4D4D4D4D 3alS 1N0?JJ 0Nn0a9 �—MOIJ 3IV0S Ol ION 44 0 0 0 e e 038an1S10Nn ISd 06 JO Al10VdV0 •aDo4Do4Do4D•4D• 1SOd 3083) NIW «9� 1N3W3n`dd 3132�0N00 SfIONIWf1118 031VN WnWINIW V ONIAVH aIV 03SS38dWOO H11M 1NIOf NV3I0 T • 0 0 0 • e 04 Doo Doo Doo Doo Do 91.8 HdOJ JO ZO'ZO'W aid '311S-JJO 1N3W3AVd JO H101M 3a11N3 JO 3SOdSIG �8 3AON3a •Z HlOIO a3111J H11M (ONIOVdS 3sVeens I3nba9 a3lloa ,<zl e4Do4Do4Do4Do4Do ry C4 HS3W „9 'XVW /M 39nV9 Z/l '33V-dans 9NIiSIX3 3H1 01 aVIn010N3da3d 38 , tL 'NIW) 3083) 38IM N3AOM 0 of in0 MVS 'MVS N3Ala0 a3MOd H11M 1N3W3AVd Ino MVS I, 0 m 0 0 �0 0 j �' o •4 D•4 D•4 D°4 D•4 De o M ��� o� e e o o e e / 4D4D4D4D4D y \j\\\ H101M H0N3a1 \\j�\Nj ea p0a 1108 p0a p0a p• r AlISN30 Aa0 WnWIXVW %96 • • o o • o 'NIW .,9 �0 \� 3SanoO a3oNl8 „Z/L-L r\/i Ol 031OVdW00 IIIJ>iOVB aD4D4D4D4D M31A 0Id13wOSl \\�\\�\\\ \ \ • 0 0 o e o d01 /�/��\��� \ \r\/\ /�/\/\/ IVIa31VW 3Ai1VN 3I8VlInS 4D4D4D4D4D 000000v v000000 Q. \ \ \ 313 a O NOO S n 0 N I W nl 18 /\✓\/\ /\/\ W ��/� �\ I I s s V I0 Z L -L jar, \ /i//i//i//i 3SV 88 nS I3A V a9 p ovoo oovd q ® ovoo vovo (l \ \/\/ \ \ \ \\\\\\ W m NIW „9 l = / //�/j�/� \/r\j/\ /\//\/ 0310 V d NO3 W n W I N I W «9 •,,00�ov vo�oo po�ov vo0ooa co W W \ \ \ \�\/\ \/ 9— o e o O O O O Q o O O O O Q o Q 90 M N •� D a31l IJ JO O_O_ _l al 4 C. � ro n C 1 H913 H i \\�\\ \\ \\�\\�\\� 401, C? w 5 (D /\�/�\�//\\ //\�//\�//\�// NOISI n W3 IlV Hd S V JO i V OO v v v ®v v v v® v v a Q cn W 70 � m w< \/�\//\ /\/\//\//\ iH911 V H11M 031NlVd 38 �DQQQpQQQQQpOQQ0 N � �� �■ Q / IIVHS 1N3W3AVd ONIISIX3 O,QopODOapODO00o�OapODOQao, p r n o dil, JO S3003 IV01183A llV ®z (Q60000000 a000000d D m Q go Dv �////I (SS3N>iOIHl NMONNNn) 0Nn0a9 OlNI I _ I M m '�"� ,9L -NIW N3Ala0 I 1N3W3AVd C7 w O D m S1SOd 30N3J 038an1SIONn 9NI1SIX3 �- �_ (n H19N3I 'NIW „9� 831830 Off ` -- m _ c (� 1 d31N30 1N3W3AVd 3SanOO 830818 (NIW) «S'Za � �' ° 3 �' Xyw .OL 1N3W3AVd 3SanOO 801 (NIW ,91 cn _ M CD Q � o (Q (9N10VdS (H1OIM AVMOVOa 3a11N3 Ol O3IIddV 38 01) AVla3AO 30VJanS-oaOIW 11 3dAl n HS3W «9 'XVW /M 39nV9 (dAl) 1N3W3AVd 9NIlSIX3 ln0 MVS CD o 0 m C �l 'NIW) 3083) 3aIM N3AOM 1 1 3 - 33N33 i�IS r � r n